AU2013267011A1 - Anchor post - Google Patents

Abstract

ANCHOR POST Provided herein are methods, devices and systems comprising an anchor post that has a shaft, at least one stabilizing element attached to the anchor post configured to resist movement of the anchor post, and at least one alignment element. CV) CV) CV) CV) 0 6 0 (6 rz

Description

ANCHOR POST BACKGROUND OF THE INVENTION [0001] A more robust, efficient, and practical device, method and system is needed for installing anchor posts into the ground and for providing enhanced stability and support to a load post. Described herein are technologies that in some embodiments offer a completely integrated system by which appropriate personnel can efficiently install an anchor post into the ground and provide support and stability to a load post for various applications, including construction and industrial applications. SUMMARY OF THE INVENTION [0002] In one aspect, provided herein is an anchor post comprising: (a) a shaft; (b) at least one stabilizing element attached to the anchor post configured to resist movement of the anchor post; and (c) at least one alignment element. [0003] In an additional aspect, provided herein is an anchor post comprising: (a) a shaft; (b) at least one stabilizing element attached to the anchor post configured to resist movement of the anchor post; and (c) at least one alignment element that is configured to connect to at least one load post without inserting a substantial portion of the load post into the anchor post. [0004] In another aspect, provided herein is an anchor post comprising a shaft and at least one stabilizing element attached to the anchor post, wherein the anchor post is configured for installation into a displaceable ground material at a drive-rate of at least about 5 millimeters of anchor post per second when about 3 kN up to about 40 kN of force is applied to the head of the anchor post. [0005] In a further aspect, provided herein is a method of installing an anchor post into the ground comprising driving into the ground an anchor post, wherein the anchor post comprises a shaft, at least one stabilizing element attached to the anchor post configured to resist movement of the anchor post, and at least one alignment element. [0006] In one aspect, provided herein is an anchor post comprising a shaft and at least one stabilizing element attached to the anchor post, wherein the anchor post is at least about 50 millimeters in length measured from head tip to tail tip. [0007] In another aspect, provided herein is an anchor post comprising a shaft and at least one stabilizing element, wherein the anchor post is manufactured out of a versatile material. 1 [0008] In yet another aspect, provided herein is an anchor post comprising: (a) a shaft that is configured to receive a drive rod; and (b) at least one stabilizing element attached to the anchor post configured to resist movement of the anchor post. In some embodiments, the anchor post is configured for installation into the ground with a bottom-driver. [0009] In another aspect, provided herein is an anchor post comprising: (a) a shaft; and (b) at least one stabilizing element attached to the anchor post configured to resist or prevent movement of the anchor post, whereby the one or more stabilizing element of the anchor post described herein is attached, for example longitudinally, to the shaft of the anchor post between about 1 millimeter and about 500 millimeters measured from the head of the anchor post to the top (or closest portion) of the stabilizing element. [0010] In another aspect, provided herein is an anchor post comprising: (a) a shaft; and (b) at least one stabilizing element attached to the anchor post configured to resist or prevent movement of the anchor post, whereby the one or more stabilizing element of the anchor post described herein is attached, for example longitudinally, to the shaft of the anchor post between about 1 millimeter and about 500 millimeters measured from the tail of the anchor post to the bottom (or closest portion) of the stabilizing element. [0011] In another aspect, provided herein is an anchor post comprising a shaft and at least two stabilizing elements wherein at least one stabilizing element is located near the head of the anchor post and at least one different stabilizing element is located near the tail of the anchor post, wherein the anchor post is configured to provide improved stability or support to a load post when installed into the ground. [0012] In a further aspect, provided herein is an anchor post comprising a shaft and at least one stabilizing element attached to the anchor post that is of requisite shape and exposed surface area to resist or prevent movement of the anchor post. [0013] In another aspect, provided herein is an anchor post comprising: (a) a shaft; (b) at least one stabilizing element attached to the anchor post configured to resist movement of the anchor post; and (c) at least one alignment element that is configured to ensure the load post and the anchor post form between about a 175 degree angle and about a 180 degree angle relative to each other. [0014] In another aspect, provided herein is an anchor post comprising: (a) a shaft; (b) at least one stabilizing element attached to the anchor post configured to resist movement of the anchor 2 post; and (c) at least one alignment element that is configured to ensure the load post and the anchor post form between about a 160 degree angle and about a 180 degree angle relative to each other. [0015] In one aspect, provided herein is an anchor post comprising: (a) a shaft; (b) at least one stabilizing element attached to the anchor post configured to resist or prevent movement of the anchor post; and (c) at least one alignment element, whereby the alignment element is configured to compensate for imprecision during the installation of the anchor post or the alignment element is configured to compensate for a ground surface that is not perpendicular with the anchor post. [0016] In another aspect, provided herein is an anchor post comprising: (a) a shaft; (b) at least one stabilizing element attached to the anchor post configured to resist movement of the anchor post; and (c) at least one alignment element that is configured to connect to at least one load post without inserting the load post into the anchor post. [0017] In another aspect, provided herein is an anchor post comprising: (a) a shaft; (b) at least one stabilizing element attached to the anchor post configured to resist movement of the anchor post; and (c) at least one alignment element that is configured to connect to at least one load post without inserting a substantial portion of the load post into the anchor post. [0018] In another aspect, provided herein is an anchor post comprising: (a) a shaft; and (b) at least one stabilizing element attached to the anchor post configured to resist movement of the anchor post; wherein the anchor post does not contain an internal socket for insertion of a load post. [0019] In another aspect, provided herein is an anchor post comprising: (a) a shaft; (b) at least one stabilizing element attached to the anchor post configured to resist movement of the anchor post; and (c) an alignment element that is configured to attach to a load post, wherein the load post is optionally connected to a lateral support. INCORPORATION BY REFERENCE [0020] All publications, patents, and patent applications mentioned in this specification are herein incorporated by reference to the same extent as if each individual publication, patent, or patent application was specifically and individually indicated to be incorporated by reference. [0020a] Any discussion of the prior art throughout the specification should in no way be considered as an admission that such prior art is widely known or forms part of common general knowledge in the field. 3 BRIEF DESCRIPTION OF THE DRAWINGS [0021] The novel features of illustrative non-limiting embodiments are set forth with particularity in the appended claims. A better understanding of the features and advantages of the present embodiments will be obtained by reference to the following detailed description that sets forth illustrative embodiments, in which the principles of the embodiments are utilized, and the accompanying drawings of which: [0022] Figure 1A is illustrative of a perspective view of one non-limiting embodiment of a cast steel tip as described herein, depicting a cast steel tip independent of an anchor post. [0023] Figure 1B is illustrative of a perspective view of another non-limiting embodiment of a cast steel tip as described herein, depicting the cross configuration of the cast steel tip. [0024] Figure 2 is illustrative of the top view of a cast steel tip. [0025] Figure 3A is an illustrative top view of a non-limiting embodiment of an anchor post depicting a convex alignment element and 3 fins wherein the diameter of the alignment element (113) is about 160 mm. [0026] Figure 3B is an illustrative cross sectional view of one or more non-limiting embodiments of an anchor post (110) with alignment element (113) and fins (112) as described herein; wherein the cast steel tip (114) is welded to the anchor post with a drainage hole. [0027] Figure 3C is an illustrative top view of a non-limiting embodiment of an anchor post depicting a convex alignment element and 3 fins wherein the alignment element (113) has 3 slots for attaching a load post. [0028] Figure 3D is an illustrative cross sectional view of one or more non-limiting embodiments of an anchor post (110) with alignment element (113) and fins (112) as described herein; wherein the cast steel tip (114) is welded to the anchor post. [0029] Figure 4A is an illustrative top view of a non-limiting embodiment of an anchor post depicting a convex alignment element attached to a slope anchor post is about 180 mm in diameter. [0030] Figure 4B is an illustrative cross sectional view of another non-limiting embodiment of a slope anchor post (110) with alignment element (113), head fins (115), toe fins (117) with a cast steel tip as described herein; wherein the cast steel tip (116) is welded to the anchor post. 4 [0031] Figure 4C is an illustrative top view of a non-limiting embodiment of an anchor post depicting a convex alignment element wherein the alignment element (113) has 3 slots for attaching a load post. [0032] Figure 4D is an illustrative cross sectional view of one or more non-limiting embodiments of a slope anchor post (110) of about 1200 mm in length with alignment element (113) and elongated head fins (115) as described herein; wherein the cast steel tip (117) depicting a concave polygonal prism toe fin (117). [0033] Figure 5A is illustrative of a top view of one or more non-limiting embodiments of a alignment element for a slope anchor post with a diameter about 190 mm as described herein. [0034] Figure 5B is illustrative of a cross sectional view of one or more embodiments of a slope anchor post of about 1500 mm in length with alignment element, elongated head fin and elongated toe plate as described herein. [0035] Figure 5C is illustrative of a top view of one or more non-limiting embodiments of a alignment element for a slope anchor post with three slots for attachment to a load post with a diameter of about 190 mm as described herein. [0036] Figure 5D is illustrative of a cross sectional view of one or more embodiments of a slope anchor post with alignment element, elongated head fin and elongated concave polygonal prism toe plate as described herein. [0037] Figure 6A is a top view of one or more non-limiting embodiment of a drive rod (118) as described herein for a multi-piece maintenance post. [0038] Figure 6B is a cross sectional view of one or more non-limiting embodiments of a drive rod of about 1000 mm in length described herein for a multi-piece maintenance post. [0039] Figure 6C is a cross sectional view of one or more non-limiting embodiments of a drive rod with a drainage hole described herein for a multi-piece maintenance post. [0040] Figure 7A is illustrative of a perspective view of one non-limiting embodiment of an anchor post with inverted fins as described herein wherein the anchor post is a multi-piece maintenance post with drive rod. [0041] Figure 7B is illustrative of a perspective view of one non-limiting embodiment of a drive as described herein; wherein the drive rod is a multi-piece maintenance post with anchor post. 5 [0042] Figure 8A is illustrative of a perspective view of one non-limiting embodiment of an anchor post as described herein; wherein the anchor post is a multi-piece maintenance post with drive rod fitting within the aperture of the anchor post. [0043] Figure 8B is illustrative of a perspective view of another non-limiting embodiment of an anchor post as described herein; wherein the anchor post is a multi-piece maintenance post with drive rod fitting within the aperture of the anchor post and the head fins (119) are inverted. [0044] Figure 9 is illustrative of a perspective view of a non-limiting embodiment of a slope anchor post (122) with inverted and elongated head fins as described herein. [0045] Figure 10A is an illustrative top view of a non-limiting embodiment of a convex alignment element (123 or 124) with a diameter of about 260 mm with 9 slots for attachment to a load post. [0046] Figure 10B is an illustrative top view of a non-limiting embodiment of a convex alignment element with a diameter of about 260 mm with 3 slots for attachment to a load post. [0047] Figure 10C is illustrative of a cross sectional view of one or more embodiments of a slope anchor post with an enlarged alignment element of about 8 mm in height as described herein where the anchor post is about 1200 mm in length. [0048] Figure 10D is an illustrative top view of a non-limiting embodiment of a convex alignment element with a diameter of about 250 mm with 3 slots for attachment to a load post. [0049] Figure 10E is illustrative of a cross sectional view of another non-limiting embodiment of a slope anchor post with an enlarged alignment element of about 12 mm in height as described herein where the anchor post is about 1500 mm in length. [0050] Figure 1 1A is illustrative of a depiction of the vertical load testing for 1500 mm anchor post. [0051] Figure 1 1B is illustrative of a depiction of the horizontal load testing for 1500 mm anchor post. [0052] Figure 1 1C is illustrative of a depiction of the pullout load testing for 1500 mm anchor post. DETAILED DESCRIPTION OF THE INVENTION [0053] As used herein, the words "comprise" and "contain" and variations of them mean "including but not limited to" and are not intended to (and do not) exclude other additives, components, steps, integers, values, and the like. 6 [0054] As used herein, the singular encompasses the plural unless the context otherwise requires. In particular, where the indefinite article is used, the specification is to be understood as contemplating plurality as well as singularity, unless the context requires otherwise. [0055] Features, characteristics, groups, and the like described in conjunction with a particular aspect, embodiment or example of the subject matter described herein are to be understood to be applicable to any other aspect, embodiment or example described herein unless incompatible therewith. All of the features and embodiments disclosed in this specification (including any accompanying claims, abstract and drawings), and/or all of the steps of any method or process so disclosed, may be combined in any combination, except combinations where at least some of such features and/or steps are mutually exclusive. The subject matter as described herein is not restricted to the details of any foregoing embodiments. [0056] The subject matter disclosed herein relates to an anchor post and enhancements to an anchor post for improved stability, such as that used for anchoring objects to the ground or other suitable surface. [0057] Prior to the inventive date of the subject matter described herein, existing anchor posts have been heavy duty structures which must be manually dug into the ground requiring a costly and time consuming process. For example, existing anchor posts can only be inserted into the ground by digging a pit into which the anchor posts are installed. Concrete is then poured into the pit which sets to hold and provide stability to the anchor post in position. It has been reported that existing anchor posts require in the region of 8 hours to install 5 traditional anchor posts into the ground. [0058] Specific examples of traditional anchor posts include screw piles, including telescopic screw piles, such as that disclosed in British Patent Application GB 2397327. A screw pile is formed from at least a first and a second length of tubing arranged in a telescopic relationship. The first length comprises a "screwpile" which carries on its lower region helical flights to enable ground penetration by rotation of the screwpile. The second length of tubing is substantially above ground to support the mast or cable supports and is engageable with the first length of tubing. Commonly, the screwpile is then secured using an Angel PileTM such as that marketed by Screwfast Foundations Limited. The screw pile/ Angel PileTM system can only be secured and stabilized with an additional step after a standard screwpile has been driven into the ground. 7 [0059] More recently, ground anchors with internal sockets for supporting replaceable guide posts have been developed, for example, those described in PCT Publication No. W02005/010300. However, existing systems with internal sockets require that the guide post be inserted into a socket of the ground anchor, thereby limiting the types of guide posts that can be used, and also limiting the types of applications the system can be used for. For example, in many situations, obstructions encountered during installation of the anchor post into the ground will cause the anchor post to be inserted into the ground at an improper angle, or an angle that is less than desirable. Or, in other situations, the anchor post will be installed into an embankment or other inclination. Thus, in these and other situations, any load post that is connected to an anchor post through insertion of the load post into a socket of the anchor post will be erected at an improper angle. The internal socket of existing anchor posts will prevent any re-alignment of the load post. [0060] In addition, existing systems require a retaining means for effecting release of a load post from the internal socket of the ground anchor in certain situations, e.g. when a road sign is being repaired after being struck by an automobile. Existing systems also require a retaining means and latch in combination with a socket. These existing systems exhibit a lack of any permanency of the load post when connected to an anchor post and the inability to use heavy-duty and versatile manufacturing materials, for example recycled steel construction and other materials as contemplated with the instant anchor post and disclosed herein. Existing systems also exhibit an inability to permanently install these types of systems in an efficient manner and a lack of any capacity for these types of systems to withstand significant forces, energies and weights. [0061] Provided herein are devices, methods and systems for installing a robust, efficient, and practical anchor post that addresses the shortcomings of prior methods, devices, and systems. Also provided herein is a completely integrated and enhanced protocol by which appropriate personnel can efficiently install an anchor post and thereby provide support and stability to a load post for various construction applications. Anchor Posts Anchor Posts that are Resistant to Movement [0062] A feature of certain embodiments of the anchor posts described herein is the resistance of the anchor post to movement when the anchor post is installed into the ground. 8 [0063] In some embodiments, provided herein is an anchor post comprising: (a) a shaft; (b) at least one stabilizing element (including but not limited to one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post configured to resist movement of the anchor post; and (c) at least one alignment element. In some embodiments, the alignment element is configured to connect to at least one load post without inserting a substantial portion of the load post into the anchor post. [0064] In some embodiments, the anchor posts described herein comprise a shaft to which is fixed or attached at least one stabilizing element (including but not limited to one, two, three, four, five, six, seven, eight or more stabilizing elements) wherein the anchor post is configured to resist rotational movement. In further or additional embodiments, the anchor posts described herein comprise at least one stabilizing element providing a resistance to lateral movement. In still further embodiments, the anchor posts described herein comprising one or more stabilizing element attached to the anchor post, whereby the anchor posts are resistant to rotation about its own axis (or an axis parallel to the axis of the anchor post). In still further embodiments, the anchor posts described herein comprising one or more stabilizing element are resistant to rotation about an axis perpendicular to the axis of the anchor post. Thus, in some embodiments, the anchor posts described herein are resistant to movement, whereby the resistance is to movement about an axis parallel to the anchor post or to an axis perpendicular to the anchor post, or a combination thereof. In still further embodiments, one or more stabilizing element is configured to provide resistance to lateral loads in the sub-soil strata close the ground surface. [0065] In still further or additional embodiments, the anchor post described herein comprising one or more stabilizing element (including but not limited to one, two, three, four, five, six, seven, eight or more stabilizing elements) is configured to resist movement whereby the resistance is to the overturning of the anchor post. In yet further embodiments, the anchor post described herein comprising one or more stabilizing element is resistant to any detectable movement. Anchor Posts with an Enhanced Drive-Rate [0066] Another feature of certain embodiments of the anchor posts described herein is the efficient installation of the anchor post into the ground with an enhanced drive-rate. A drive-rate is calculated using the following formula: 9 Drive- Rate = [length of anchor post (in millimeters)] / [amount of time (in seconds)]. [0067] The amount of time (in seconds) is calculated from measuring the time from the moment the requisite level of force (e.g. 3 kN) is applied to the head of the anchor post (e.g. with a percussion bottom-driver) to the moment the head of the anchor post reaches the surface level of the ground, without any interruption. [0068] In some embodiments, provided herein is an anchor post comprising a shaft and at least one stabilizing element (including but not limited to one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post, wherein the head of the anchor post is configured for installation into displaceable ground material at a drive-rate of at least about 5 millimeters of anchor post per second when about 3 kN up to about 40 kN of force is applied to the head of the anchor post. In further embodiments, provided is an anchor post comprising a shaft and at least one stabilizing element (including but not limited to one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post, wherein the anchor post is configured for installation into displaceable ground material when about 3 kN up to about 40 kN of force is applied to the head of the anchor post at a drive-rate of at least about 5 millimeters of anchor post per second, at least about 6 millimeters of anchor post per second, at least about 7 millimeters of anchor post per second, at least about 8 millimeters of anchor post per second, at least about 9 millimeters of anchor post per second, at least about 10 millimeters of anchor post per second, at least about 11 millimeters of anchor post per second, at least about 12 millimeters of anchor post per second, at least about 13 millimeters of anchor post per second, at least about 14 millimeters of anchor post per second, at least about 15 millimeters of anchor post per second, at least about 16 millimeters of anchor post per second, at least about 17 millimeters of anchor post per second, at least about 18 millimeters of anchor post per second, at least about 19 millimeters of anchor post per second, at least about 20 millimeters of anchor post per second, at least about 21 millimeters of anchor post per second, at least about 22 millimeters of anchor post per second, at least about 23 millimeters of anchor post per second, at least about 24 millimeters of anchor post per second, at least about 25 millimeters of anchor post per second, at least about 28 millimeters of anchor post per second, at least about 30 millimeters of anchor post per second, at least about 32 millimeters of anchor post per second, at least about 35 millimeters of anchor post per second, at least about 40 millimeters of anchor post per second, at 10 least about 45 millimeters of anchor post per second, or at least about 50 millimeters of anchor post per second. [0069] In further embodiments, the anchor post comprises a shaft and at least one stabilizing element (including but not limited to one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post, wherein the head of the anchor post is configured for installation into a displaceable ground material to surface level at a drive-rate of between at least about 5 millimeters of anchor post per second and at least about 50 millimeters of anchor post per second, or any numeral rate within the recited range as described herein, when about 3 kN up to about 40 kN of force is applied to the head of the anchor post, wherein the displaceable ground material is chalk, gravel, limestone, sands, silts, clays, marl, ballast, soils, fractured sandstone, peat, ash, alluvium, glacial till, miscellaneous fill, or other displaceable ground material, or a combination thereof. [0070] Another feature of certain embodiments of the subject matter described herein is an anchor post of sufficient length to provide adequate stabilization to a load post in various ground conditions, but manufactured at a short enough length to enable personnel to bottom-drive the anchor post into the ground, for example with a hand-held percussion driver. [0071] In some embodiments, provided herein is an anchor post comprising a shaft and at least one stabilizing element (including but not limited to one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post, wherein the anchor post is at least about 50 millimeters in length, measured from head tip to tail tip. In further or additional embodiments, provided is an anchor post comprising a shaft and at least one stabilizing element (including but not limited to one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post, wherein the length of the anchor post is within the range of about 50 millimeters in length to about 2500 millimeters in length. In further embodiments, provided herein is an anchor post comprising a shaft and at least one stabilizing element attached to the anchor post, wherein the anchor post, when measured from head tip to tail tip, is within the range of about 75 millimeters in length to about 2475 millimeters in length, about 100 millimeters in length to about 2450 millimeters in length, about 150 millimeters in length to about 2425 millimeters in length, about 250 millimeters in length to about 2400 millimeters in length, about 300 millimeters in length to about 2375 millimeters in length, about 350 millimeters in length to about 2325 millimeters in length, about 400 millimeters in length to 11 about 2300 millimeters in length, about 450 millimeters in length to about 2475 millimeters in length, about 500 millimeters in length to about 2450 millimeters in length, about 550 millimeters in length to about 2400 millimeters in length, about 600 millimeters in length to about 2375 millimeters in length, about 650 millimeters in length to about 2350 millimeters in length, about 700 millimeters in length to about 2300 millimeters in length, about 750 millimeters in length to about 2350 millimeters in length, about 800 millimeters in length to about 2250 millimeters in length, about 810 millimeters in length to about 2200 millimeters in length, about 820 millimeters in length to about 2150 millimeters in length, about 830 millimeters in length to about 2125 millimeters in length, about 840 millimeters in length to about 2100 millimeters in length, about 850 millimeters in length to about 2050 millimeters in length, about 900 millimeters in length to about 2000 millimeters in length, about 950 millimeters in length to about 2050 millimeters in length, about 975 millimeters in length to about 2100 millimeters in length, about 1000 millimeters in length to about 2050 millimeters in length, about 1025 millimeters in length to about 2000 millimeters in length, about 1050 millimeters in length to about 1950 millimeters in length, about 1075 millimeters in length to about 1900 millimeters in length, about 1100 millimeters in length to about 1850 millimeters in length, about 1050 millimeters in length to about 1800 millimeters in length, about 1000 millimeters in length to about 1750 millimeters in length, about 1010 millimeters in length to about 1700 millimeters in length, about 1020 millimeters in length to about 1650 millimeters in length, about 1030 millimeters in length to about 1625 millimeters in length, about 1040 millimeters in length to about 1600 millimeters in length, about 1050 millimeters in length to about 1575 millimeters in length, about 1060 millimeters in length to about 1550 millimeters in length, about 1070 millimeters in length to about 1525 millimeters in length, about 1080 millimeters in length to about 1500 millimeters in length, about 1090 millimeters in length to about 1475 millimeters in length, about 1100 millimeters in length to about 1450 millimeters in length, about 1110 millimeters in length to about 1625 millimeters in length, about 1120 millimeters in length to about 1425 millimeters in length, about 1130 millimeters in length to about 1400 millimeters in length, about 1140 millimeters in length to about 1375 millimeters in length, about 1150 millimeters in length to about 1350 millimeters in length, about 1160 millimeters in length to about 1350 millimeters in length, about 1170 millimeters in length to about 1325 millimeters in length, about 1175 millimeters in length to about 1300 millimeters in 12 length, about 1180 millimeters in length to about 1375 millimeters in length, about 1182 millimeters in length to about 1350 millimeters in length, about 1185 millimeters in length to about 1325 millimeters in length, about 1187 millimeters in length to about 1300 millimeters in length, about 1190 millimeters in length to about 1275 millimeters in length, about 1192 millimeters in length to about 1250 millimeters in length, about 1195 millimeters in length to about 1225 millimeters in length, or about 1200 millimeters in length. In some embodiments, the anchor post is about 1000 millimeters in length. In another embodiment, the anchor post is about 1500 millimeters in length. [0072] In several embodiments, the length of the anchor post will depend on its intended use. For example, in one embodiment, the anchor post is installed into an embankment or into soft ground material. In these and other situations, a longer anchor post, generally, but not limited to, an anchor post of a length of at least about 1200 millimeters to about 2500 millimeters, or any numerical millimeter integer within the recited range, is desirable. In other situations, the anchor post is installed into a hard ground material, or area with a limited amount of displaceable material in the ground sediment. In these and other situations, a shorter anchor post, generally, but not limited to, an anchor post of a length of about 50 millimeters to about 1200 millimeters is desirable. By way of one non-limiting example, Figure 4B depicts an anchor post (110) that is about 1200 millimeters in length. Versatile Manufacturing Materials [0073] Another feature of certain embodiments of the subject matter described herein is an anchor post manufactured out of a versatile material. For example, in some embodiments, the anchor post comprises a shaft and at least one stabilizing element, wherein the anchor post is manufactured out of versatile material. In some embodiments, the anchor posts described herein comprise a shaft and at least one stabilizing element, wherein the anchor post is manufactured out of a versatile material and the versatile material is steel, for example, recycled steel, stainless steel, cast iron, graphite iron, glass reinforced fiber, extruded resin plastics, pulltruded plastic, molded plastic, or other suitable material(s), or a combination thereof. Anchor Post Shafts [0074] Another feature of certain embodiments of the subject matter described herein is the efficient installation of the anchor post (110) into the ground using a drive rod (118) that is inserted into a shaft of the anchor post. 13 [0075] In some embodiments, provided herein is an anchor post comprising: (a) a shaft that is configured to receive a drive rod (118); and (b) at least one stabilizing element (112) (including, but not limited to one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post (110) configured to resist movement of the anchor post. In further embodiments, the anchor post is configured to receive a drive rod (118) wherein the anchor post is configured for installation into the ground with a bottom-driver. In some embodiments, the anchor post comprises a shaft and the shaft is at least 5 millimeters in diameter. [0076] In further or additional embodiments, the anchor post comprises a shaft and the shaft is between about 5 millimeters in diameter and about 500 millimeters in diameter. In some embodiments, the anchor post comprises a shaft and the shaft is about 5 millimeters in diameter, about 6 millimeters diameter, about 7 millimeters in diameter, about 8 millimeters in diameter, about 9 millimeters in diameter, about 10 millimeters in diameter, about 11 millimeters in diameter, about 12 millimeters in diameter, about 13 millimeters in diameter, about 14 millimeters in diameter, about 15 millimeters in diameter, about 16 millimeters in diameter, about 17 millimeters in diameter, about 18 millimeters in diameter, about 19 millimeters in diameter, about 20 millimeters in diameter, about 21 millimeters in diameter, about 22 millimeters in diameter, about 23 millimeters in diameter, about 24 millimeters in diameter, about 25 millimeters in diameter, about 26 millimeters in diameter, about 27 millimeters in diameter, about 28 millimeters in diameter, about 29 millimeters in diameter, about 30 millimeters in diameter, about 31 millimeters in diameter, about 32 millimeters in diameter, about 33 millimeters in diameter, about 34 millimeters in diameter, about 35 millimeters in diameter, about 36 millimeters in diameter, about 37 millimeters in diameter, about 38 millimeters in diameter, about 39 millimeters in diameter, about 40 millimeters in diameter, about 41 millimeters in diameter, about 42 millimeters in diameter, about 43 millimeters in diameter, about 44 millimeters in diameter, about 45 millimeters in diameter, about 46 millimeters in diameter, about 47 millimeters in diameter, about 48 millimeters in diameter, about 49 millimeters in diameter, about 50 millimeters in diameter, about 51 millimeters in diameter, about 52 millimeters in diameter, about 53 millimeters in diameter, about 54 millimeters in diameter, about 55 millimeters in diameter, about 56 millimeters in diameter, about 57 millimeters in diameter, about 58 millimeters in diameter, about 59 millimeters in diameter, about 60 millimeters in diameter, about 61 millimeters in diameter, about 62 14 millimeters in diameter, about 63 millimeters in diameter, about 64 millimeters in diameter, about 65 millimeters in diameter, about 66 millimeters in diameter, about 67 millimeters in diameter, about 68 millimeters in diameter, about 69 millimeters in diameter, about 70 millimeters in diameter, about 71 millimeters in diameter, about 72 millimeters in diameter, about 73 millimeters in diameter, about 74 millimeters in diameter, about 75 millimeters in diameter, about 80 millimeters in diameter, about 85 millimeters in diameter, about 90 millimeters in diameter, about 95 millimeters in diameter, about 100 millimeters in diameter, about 110 millimeters in diameter, about 120 millimeters in diameter, about 140 millimeters in diameter, about 160 millimeters in diameter, about 180 millimeters in diameter, about 200 millimeters in diameter, about 230 millimeters in diameter, about 260 millimeters in diameter, about 300 millimeters in diameter, about 340 millimeters in diameter, about 380 millimeters in diameter, about 400 millimeters in diameter, about 450 millimeters in diameter, or about 500 millimeters in diameter. [0077] In some embodiments, the shaft of the anchor posts described herein further comprises a crimped end (111) at or near the tail of the anchor post. In other embodiments, the shaft of the anchor post does not comprise a crimped end. In further embodiments, the shaft of the anchor post does not comprise a crimped end but a straight end or an end of a different configuration suitable for the embodiments of the anchor post. [0078] The anchor posts described herein comprising a crimped end (111) provide improved balance of the anchor post during insertion into the ground. The crimped end (111) also ensures that the anchor post remains perpendicular to the ground during installation of the anchor post into the ground. [0079] In some embodiments, the crimped end (111) forms a cross-configuration. The anchor posts described herein comprising a cross-configuration are configured to provide control and direction during installation into the ground, thereby ensuring the anchor post enters the ground and is implanted into the ground in a desired manner, e.g. a perpendicular manner. [0080] In some embodiments, the shaft of the anchor posts described herein further comprises a cast steel tip (114) at or near the tail of the anchor post. In other embodiments, the shaft of the anchor post does not comprise a cast steel tip. In further embodiments, the shaft of the anchor post does not comprise a cast steel tip but a straight end or an end of a different configuration suitable for the embodiments of the anchor post. In some embodiments, the cast steel tip (114) is 15 manufactured as part of the shaft of the anchor post. In other embodiments, the cast steel tip (114) is manufactured independently of the anchor post. In some embodiments, the cast steel tip (114) is attached to the anchor post by welding. In other embodiments, the cast steel tip is attached to the anchor post via methods known in the art. [0081] The anchor posts described herein comprising a cast steel tip provide improved balance of the anchor post during insertion into the ground. The cast steel tip also ensures that the anchor post remains perpendicular to the ground during installation of the anchor post into the ground. [0082] The anchor posts described herein comprising a cast steel tip further provide for better and more direct driving of the anchor post as energy is delivered directly to the tip with the hydraulic hammer and drive steel. [0083] In some embodiments, the cast steel tip (114) forms a cross-configuration (111). The anchor posts described herein comprising a cross-configuration are configured to provide control and direction during installation into the ground, thereby ensuring the anchor post enters the ground and is implanted into the ground in a desired manner, e.g. a perpendicular manner. [0084] Referring to one illustrative non-limiting embodiment of the presently disclosed subject matter, Figure 1A depicts a cast steel tip (114) which is shaped at a tail end and pinched to form a cross configuration, as further depicted in Figures 1B and 2. [0085] In some embodiments, the anchor post comprises a shaft and the shaft, e.g. about 40 to about 45 millimeters in diameter, is configured to receive a drive rod, wherein the drive rod is at least 5 millimeters in diameter. In further or additional embodiments, the anchor post comprises a shaft and the shaft is configured to receive a drive rod that is between about 5 millimeters in diameter and about 500 millimeters in diameter. In some embodiments, the anchor post comprises a shaft and the shaft is configured to receive a drive rod that is about 5 millimeters in diameter, about 6 millimeters diameter, about 7 millimeters in diameter, about 8 millimeters in diameter, about 9 millimeters in diameter, about 10 millimeters in diameter, about 11 millimeters in diameter, about 12 millimeters in diameter, about 13 millimeters in diameter, about 14 millimeters in diameter, about 15 millimeters in diameter, about 16 millimeters in diameter, about 17 millimeters in diameter, about 18 millimeters in diameter, about 19 millimeters in diameter, about 20 millimeters in diameter, about 21 millimeters in diameter, about 22 millimeters in diameter, about 23 millimeters in diameter, about 24 millimeters in diameter, about 25 millimeters in diameter, about 26 millimeters in diameter, about 27 millimeters in 16 diameter, about 28 millimeters in diameter, about 29 millimeters in diameter, about 30 millimeters in diameter, about 31 millimeters in diameter, about 32 millimeters in diameter, about 33 millimeters in diameter, about 34 millimeters in diameter, about 35 millimeters in diameter, about 36 millimeters in diameter, about 37 millimeters in diameter, about 38 millimeters in diameter, about 39 millimeters in diameter, about 40 millimeters in diameter, about 41 millimeters in diameter, about 42 millimeters in diameter, about 43 millimeters in diameter, about 44 millimeters in diameter, about 45 millimeters in diameter, about 46 millimeters in diameter, about 47 millimeters in diameter, about 48 millimeters in diameter, about 49 millimeters in diameter, about 50 millimeters in diameter, about 51 millimeters in diameter, about 52 millimeters in diameter, about 53 millimeters in diameter, about 54 millimeters in diameter, about 55 millimeters in diameter, about 56 millimeters in diameter, about 57 millimeters in diameter, about 58 millimeters in diameter, about 59 millimeters in diameter, about 60 millimeters in diameter, about 60 millimeters in diameter, about 61 millimeters in diameter, about 62 millimeters in diameter, about 63 millimeters in diameter, about 64 millimeters in diameter, about 65 millimeters in diameter, about 66 millimeters in diameter, about 67 millimeters in diameter, about 68 millimeters in diameter, about 69 millimeters in diameter, about 70 millimeters in diameter, about 71 millimeters in diameter, about 72 millimeters in diameter, about 73 millimeters in diameter, about 74 millimeters in diameter, about 75 millimeters in diameter, about 80 millimeters in diameter, about 85 millimeters in diameter, about 90 millimeters in diameter, about 95 millimeters in diameter, about 100 millimeters in diameter, about 110 millimeters in diameter, about 120 millimeters in diameter, about 140 millimeters in diameter, about 160 millimeters in diameter, about 180 millimeters in diameter, about 200 millimeters in diameter, about 230 millimeters in diameter, about 260 millimeters in diameter, about 300 millimeters in diameter, about 340 millimeters in diameter, about 380 millimeters in diameter, about 400 millimeters in diameter, about 450 millimeters in diameter, or about 500 millimeters in diameter. [0086] In some embodiments, the anchor post as described herein is a multi-piece maintenance anchor post. In certain embodiments, the anchor post is a slope anchor post. [0087] In some embodiments of the anchor posts described herein, the anchor post further comprises a shaft and the shaft is configured to receive a drive rod to facilitate bottom-driving with a bottom driver. In further or additional embodiments, the anchor post is percussion-driven 17 into the ground, thereby providing for quicker installation than with use of heavy duty machinery. In further or additional embodiments, the bottom driver is an anti-vibrational hammer. Stabilizing! Elements Resistance to, and Prevention of, Movement [0088] A feature of certain embodiments of the anchor posts described herein is the resistance to, or prevention of, movement of the anchor post when installed into the ground. In some embodiments, anchor posts utilizing one or more stabilizing element ((112), (115) or (117)) provide greater stability to withstand external forces acting upon the anchor post when installed into the ground. For example, in further embodiments, an anchor post (110) configured with at least one stabilizing element (112) provides greater stability to withstand vortex created by automotive vehicles traveling at high speeds, e.g. a train, when anchor posts are used in applications adjacent to automotive vehicles, e.g. rail side purposes. In further or additional embodiments, an anchor post (110) configured with at least one stabilizing element (115) provides stability in extreme weather conditions, including snow, rain, sleet, tornados, hurricanes, fire, and the like. [0089] The terms "fin" or "plate" as used and described herein are used interchangeably to be representative of non-limiting embodiments of stabilizing elements. [0090] In some embodiments, an anchor post configured with at least two stabilizing elements provides greater stability when compared to an anchor post configured with zero stabilizing elements or one stabilizing element. In further embodiments, an anchor post utilizing three stabilizing elements provides greater stability when compared to an anchor post utilizing zero stabilizing elements, one stabilizing element or two stabilizing elements. [0091] In some embodiments, provided herein is an anchor post comprising: (a) a shaft; and (b) at least one stabilizing element (including, but not limited to, one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post configured to resist or prevent movement of the anchor post. In further or additional embodiments, one or more stabilizing element (including one, two, three, four, five, six, seven, eight or more stabilizing elements) is attached to the shaft of the anchor post. In further embodiments, the anchor posts described herein contain at least two stabilizing elements. In further embodiments, the anchor posts described herein contain at least three stabilizing elements. In further embodiments, the 18 anchor posts described herein contain at least four stabilizing elements. In still further embodiments, the anchor posts described herein contain at least five stabilizing elements. In further or additional embodiments, the anchor posts described herein contain at least six stabilizing elements. In further or additional embodiments, the anchor posts described herein contain more than six stabilizing elements. In further or additional embodiments, the anchor posts described herein contain at least seven stabilizing elements. In further or additional embodiments, the anchor posts described herein contain at least eight stabilizing elements. [0092] In some embodiments, the stabilizing element has a height about 100 millimeters to about 800 millimeters. In some embodiments, the stabilizing element has a height about 120 millimeters to about 700 millimeters. In some embodiments, the stabilizing element has a height about 200 millimeters to about 700 millimeters. In other embodiments, the stabilizing element has a height about 200 millimeters. In certain embodiments, the stabilizing element has a height about 495 millimeters. In another embodiment, the stabilizing element has a height about 510 millimeters. In yet another embodiment, the stabilizing element has a height about 650 millimeters. [0093] In some embodiments, the stabilizing element has a side length about 10 millimeters to about 100 millimeters. In another embodiment, the stabilizing element has a side length about 20 millimeters to about 80 millimeters. Stabilizing Element(s) Near the "Head" [0094] Another feature of certain embodiments of the subject matter described herein is an anchor post comprising a shaft and at least one stabilizing element (112) or (115) (including, but not limited to, one, two, three, four, five, six, seven, eight or more stabilizing elements) wherein the stabilizing element is located longitudinally along the shaft in relation to the head of the anchor post to improve the stability of the anchor post when installed into the ground. In some embodiments, one or more stabilizing element located near the head of the anchor post will improve stability of the anchor post when installed into the ground. [0095] In some embodiments, the one or more stabilizing element (including, but not limited to, one, two, three, four, five, six, seven, eight or more stabilizing elements) of the anchor post described herein is attached, for example longitudinally, to the shaft of the anchor post between about 1 millimeter and about 500 millimeters measured from the head of the anchor post to the top (or closest portion) of the stabilizing element. In describing the attachment of the one or 19 more stabilizing element as between two lengths, any portion of the stabilizing element is between the recited lengths, but the entire portion of the stabilizing element need not be. For example, in some embodiments as described herein, the one or more stabilizing element is attached between about 1 millimeter and about 500 millimeters measured from the head of the anchor post, and it is understood that any portion of the one or more stabilizing element is located between 1 millimeter and about 500 millimeters measured from the head of the anchor post and the entire length of the stabilizing element may be located between 1 millimeter and about 500 millimeters measured from the head but it need not be. In one illustrative non-limiting embodiment of the subject matter as depicted in Figure 4B, the stabilizing element (115) as described herein is about 100 millimeters from the head of the anchor post. [0096] In further embodiments, the one or more stabilizing element (including one, two, three, four, five, six, seven, eight or more stabilizing elements) of the anchor post described herein is attached to the shaft of the anchor post between about 2 millimeters and about 499 millimeters measured from the head of the anchor post, between about 3 millimeters and about 498 millimeters measured from the head of the anchor post, between about 4 millimeters and about 497 millimeters measured from the head of the anchor post, between about 5 millimeters and about 496 millimeters measured from the head of the anchor post, between about 6 millimeters and about 495 millimeters measured from the head of the anchor post, between about 7 millimeters and about 494 millimeters measured from the head of the anchor post, between about 8 millimeters and about 493 millimeters measured from the head of the anchor post, between about 9 millimeters and about 492 millimeters measured from the head of the anchor post, between about 10 millimeters and about 491 millimeters measured from the head of the anchor post, between about 11 millimeters and about 490 millimeters measured from the head of the anchor post, between about 12 millimeters and about 489 millimeters measured from the head of the anchor post, between about 13 millimeters and about 488 millimeters measured from the head of the anchor post, between about 14 millimeters and about 487 millimeters measured from the head of the anchor post, between about 15 millimeters and about 486 millimeters measured from the head of the anchor post, between about 16 millimeters and about 485 millimeters measured from the head of the anchor post, between about 20 millimeters and about 450 millimeters measured from the head of the anchor post, between about 25 millimeters and about 430 millimeters measured from the head of the anchor post, between about 30 millimeters and 20 about 420 millimeters measured from the head of the anchor post, between about 35 millimeters and about 410 millimeters measured from the head of the anchor post, between about 40 millimeters and about 400 millimeters measured from the head of the anchor post, between about 45 millimeters and about 390 millimeters measured from the head of the anchor post, between about 50 millimeters and about 380 millimeters measured from the head of the anchor post, between about 55 millimeters and about 360 millimeters measured from the head of the anchor post, between about 60 millimeters and about 350 millimeters measured from the head of the anchor post, between about 65 millimeters and about 340 millimeters measured from the head of the anchor post, between about 70 millimeters and about 330 millimeters measured from the head of the anchor post, between about 71 millimeters and about 300 millimeters measured from the head of the anchor post, between about 72 millimeters and about 290 millimeters measured from the head of the anchor post, between about 73 millimeters and about 280 millimeters measured from the head of the anchor post, between about 74 millimeters and about 270 millimeters measured from the head of the anchor post, between about 75 millimeters and about 260 millimeters measured from the head of the anchor post, between about 76 millimeters and about 250 millimeters measured from the head of the anchor post, between about 77 millimeters and about 240 millimeters measured from the head of the anchor post, between about 78 millimeters and about 230 millimeters measured from the head of the anchor post, between about 79 millimeters and about 220 millimeters measured from the head of the anchor post, between about 80 millimeters and about 210 millimeters measured from the head of the anchor post, between about 81 millimeters and about 200 millimeters measured from the head of the anchor post, between about 82 millimeters and about 190 millimeters measured from the head of the anchor post, between about 83 millimeters and about 180 millimeters measured from the head of the anchor post, between about 84 millimeters and about 170 millimeters measured from the head of the anchor post, between about 85 millimeters and about 160 millimeters measured from the head of the anchor post, between about 86 millimeters and about 150 millimeters measured from the head of the anchor post, between about 87 millimeters and about 140 millimeters measured from the head of the anchor post, between about 88 millimeters and about 130 millimeters measured from the head of the anchor post, between about 89 millimeters and about 145 millimeters measured from the head of the anchor post, between about 90 millimeters and about 142 millimeters measured from the head of the anchor post, between about 91 millimeters 21 and about 140 millimeters measured from the head of the anchor post, between about 92 millimeters and about 135 millimeters measured from the head of the anchor post, between about 93 millimeters and about 130 millimeters measured from the head of the anchor post, between about 94 millimeters and about 125 millimeters measured from the head of the anchor post, between about 95 millimeters and about 120 millimeters measured from the head of the anchor post, between about 96 millimeters and about 115 millimeters measured from the head of the anchor post, between about 97 millimeters and about 110 millimeters measured from the head of the anchor post, between about 98 millimeters and about 108 millimeters measured from the head of the anchor post, between about 99 millimeters and about 105 millimeters measured from the head of the anchor post, or about 100 millimeters measured from the head of the anchor post, whereby the distance is measured from the head of the anchor post to the top (or closest portion) of the stabilizing element. [0097] Referring to one non-limiting embodiment of the subject matter described herein, depicted in Figures 4B and Figure 10B is an anchor post of about 1200 millimeters comprising four stabilizing elements (only three for each anchor post is depicted; the third is coming out of the plane of the paper). Each stabilizing element (115) is formed into an about a 2 millimeter to about 8 millimeter thick plate comprised of cast steel. Figures 4D and 10D further depict a "toe" plate (117) that is about 4 millimeters thick and is composed of cast steel. The toe plate (117) is about 200 millimeters in length. In Figure 4B or Figure 4D, the toe plate (117) forms a crimped end. Also depicted in Figure 4A is a non-limiting embodiment of an alignment plate (113) of about 190 millimeters in diameter and about 8 millimeters in thickness with about 3 curved slots of about 14 x 90 millimeters. Also depicted in Figure 10A is a non-limiting embodiment of an enlarged alignment plate (123) of about 260 millimeters in diameter and about 8 millimeters in thickness with about 9 slots of about 14 x 50 millimeters. Further depicted in Figure 10A is a non-limiting embodiment of an enlarged alignment plate (124) of about 250 millimeters in diameter and about 8 millimeters in thickness with about 3 slots of about 14 x 50 millimeters. In some embodiments, the alignment plate is a hemispherical domed plate that is of convex shape. In further embodiments, the alignment element is configured to attach to a load post. Stabilizing Element(s) Near the "Tail" [0098] Another feature of certain embodiments of the subject matter described herein is an anchor post comprising a shaft and at least one stabilizing element (117) (including, but not 22 limited to, one, two, three, four, five, six, seven, eight or more stabilizing elements) wherein the stabilizing element (117) is located longitudinally along the shaft in relation to the tail of the anchor post to improve the stability of the anchor post when installed into the ground. In some embodiments, one or more stabilizing element located near the tail of the anchor post will improve stability of the anchor post when installed into the ground. [0099] In further embodiments, the one or more stabilizing element (including, but not limited to, one, two, three, four, five, six, seven, eight or more stabilizing elements) of the anchor post described herein is attached, for example longitudinally, to the shaft of the anchor post between about 1 millimeter and about 500 millimeters measured from the tail of the anchor post to the bottom (or closest portion) of the stabilizing element. In describing the attachment of the one or more stabilizing element as between two lengths, any portion of the stabilizing element is between the recited lengths, but the entire portion of the stabilizing element need not be. For example, in some embodiments as described herein, the one or more stabilizing element is attached between about 1 millimeter and about 500 millimeters measured from the tail of the anchor post, and it is understood that any portion of the one or more stabilizing element is located between 1 millimeter and about 500 millimeters measured from the tail of the anchor post and the entire length of the stabilizing element may be located between 1 millimeter and about 500 millimeters measured from the tail but it need not be. [00100] In further embodiments, the one or more stabilizing element (including one, two, three, four, five, six, seven, eight or more stabilizing elements) of the anchor post described herein is attached to the shaft of the anchor post between about 2 millimeters and about 499 millimeters measured from the tail of the anchor post, between about 3 millimeters and about 498 millimeters measured from the tail of the anchor post, between about 4 millimeters and about 497 millimeters measured from the tail of the anchor post, between about 5 millimeters and about 496 millimeters measured from the tail of the anchor post, between about 6 millimeters and about 495 millimeters measured from the tail of the anchor post, between about 7 millimeters and about 494 millimeters measured from the tail of the anchor post, between about 8 millimeters and about 493 millimeters measured from the tail of the anchor post, between about 9 millimeters and about 492 millimeters measured from the tail of the anchor post, between about 10 millimeters and about 491 millimeters measured from the tail of the anchor post, between about 11 millimeters and about 490 millimeters measured from the tail of 23 the anchor post, between about 12 millimeters and about 489 millimeters measured from the tail of the anchor post, between about 13 millimeters and about 488 millimeters measured from the tail of the anchor post, between about 14 millimeters and about 487 millimeters measured from the tail of the anchor post, between about 15 millimeters and about 486 millimeters measured from the tail of the anchor post, between about 16 millimeters and about 485 millimeters measured from the tail of the anchor post, between about 20 millimeters and about 450 millimeters measured from the tail of the anchor post, between about 25 millimeters and about 430 millimeters measured from the tail of the anchor post, between about 30 millimeters and about 420 millimeters measured from the tail of the anchor post, between about 35 millimeters and about 410 millimeters measured from the tail of the anchor post, between about 40 millimeters and about 400 millimeters measured from the tail of the anchor post, between about 45 millimeters and about 390 millimeters measured from the tail of the anchor post, between about 50 millimeters and about 380 millimeters measured from the tail of the anchor post, between about 55 millimeters and about 360 millimeters measured from the tail of the anchor post, between about 60 millimeters and about 350 millimeters measured from the tail of the anchor post, between about 65 millimeters and about 340 millimeters measured from the tail of the anchor post, between about 70 millimeters and about 330 millimeters measured from the tail of the anchor post, between about 71 millimeters and about 300 millimeters measured from the tail of the anchor post, between about 72 millimeters and about 290 millimeters measured from the tail of the anchor post, between about 73 millimeters and about 280 millimeters measured from the tail of the anchor post, between about 74 millimeters and about 270 millimeters measured from the tail of the anchor post, between about 75 millimeters and about 260 millimeters measured from the tail of the anchor post, between about 76 millimeters and about 250 millimeters measured from the tail of the anchor post, between about 77 millimeters and about 240 millimeters measured from the tail of the anchor post, between about 78 millimeters and about 230 millimeters measured from the tail of the anchor post, between about 79 millimeters and about 220 millimeters measured from the tail of the anchor post, between about 80 millimeters and about 210 millimeters measured from the tail of the anchor post, between about 81 millimeters and about 200 millimeters measured from the tail of the anchor post, between about 82 millimeters and about 210 millimeters measured from the tail of the anchor post, between about 83 millimeters and about 200 millimeters measured from the tail of the 24 anchor post, between about 84 millimeters and about 190 millimeters measured from the tail of the anchor post, between about 85 millimeters and about 180 millimeters measured from the tail of the anchor post, between about 86 millimeters and about 170 millimeters measured from the tail of the anchor post, between about 87 millimeters and about 160 millimeters measured from the tail of the anchor post, between about 88 millimeters and about 150 millimeters measured from the tail of the anchor post, between about 89 millimeters and about 145 millimeters measured from the tail of the anchor post, between about 90 millimeters and about 142 millimeters measured from the tail of the anchor post, between about 91 millimeters and about 140 millimeters measured from the tail of the anchor post, between about 92 millimeters and about 135 millimeters measured from the tail of the anchor post, between about 93 millimeters and about 130 millimeters measured from the tail of the anchor post, between about 94 millimeters and about 125 millimeters measured from the tail of the anchor post, between about 95 millimeters and about 120 millimeters measured from the tail of the anchor post, between about 96 millimeters and about 115 millimeters measured from the tail of the anchor post, between about 97 millimeters and about 110 millimeters measured from the tail of the anchor post, between about 98 millimeters and about 108 millimeters measured from the tail of the anchor post, between about 99 millimeters and about 105 millimeters measured from the tail of the anchor post, or about 100 millimeters measured from the tail of the anchor post, whereby the distance is measured from the tail of the anchor post to the bottom (or closest portion) of the stabilizing element. [00101] In a further embodiment of the subject matter, the cast steel tip comprises stabilizing elements (117). As depicted in Figure 4B is one illustrative non-limiting embodiment of the cast steel tip comprising stabilizing element (117). In yet a further non-limiting embodiment of the cast steel tip comprising stabilizing element (117), as depicted in Figure 5B. In some embodiments, the cast steel tip as described herein is welded to the anchor post. Stabilizing Element(s) Near the "Head" and "Tail" [00102] Another feature of certain embodiments of the subject matter described herein is an anchor post comprising a shaft and at least two stabilizing elements (including, but not limited to, two, three, four, five, six, seven, eight or more stabilizing elements) wherein at least one stabilizing element (115) (including, but not limited to, one, two, three, four, five, six, seven, eight or more stabilizing elements) is located near the head of the anchor post and at least one 25 different stabilizing element (117) (including, but not limited to, one, two, three, four, five, six, seven, eight or more stabilizing elements) is located near the tail of the anchor post, wherein the anchor post is configured for improved stability when installed into the ground. It has been determined that two or more stabilizing elements, where at least one stabilizing element is located near the head of the anchor post and at least one stabilizing element is located near the tail of the anchor post will provide an improved stability of the anchor post when installed into the ground. In another embodiment, it has been determined that two or more stabilizing elements, where at least two stabilizing elements are located near the head of the anchor post and at least two stabilizing elements are located near the tail of the anchor post will provide an improved stability of the anchor post when installed into the ground. In a further embodiment, it has been determined that two or more stabilizing elements, where at least three stabilizing elements are located near the head of the anchor post and at least three stabilizing elements are located near the tail of the anchor post will provide an improved stability of the anchor post when installed into the ground. In yet a further embodiment, it has been determined that two or more stabilizing elements, where at least four stabilizing elements are located near the head of the anchor post and at least four stabilizing elements are located near the tail of the anchor post will provide an improved stability of the anchor post when installed into the ground. In describing the attachment of the one or more stabilizing element as between two lengths, any portion of the stabilizing element is between the recited lengths, but the entire portion of the stabilizing element need not be. For example, a stabilizing element located between about 2 millimeters and 499 millimeters means that any portion of the stabilizing element is located between that range, but the entire stabilizing element need not be. [00103] In further embodiments, at least one stabilizing element (including one, two, three, four, five, six, seven, eight or more stabilizing elements) of the anchor post described herein is attached to the shaft of the anchor post between about 2 millimeters and about 499 millimeters measured from the head of the anchor post and at least one stabilizing element (including one, two, three, four, five, six, seven, eight or more stabilizing elements) of the anchor post described herein is attached to the shaft of the anchor post between about 2 millimeters and about 499 millimeters measured from the tail of the anchor post, at least one stabilizing element is attached between about 3 millimeters and about 498 millimeters measured from the head of the anchor post and at least one stabilizing element is attached to the shaft of the anchor post 26 between about 3 millimeters and about 498 millimeters measured from the tail of the anchor post, at least one stabilizing element is attached between about 4 millimeters and about 497 millimeters measured from the head of the anchor post and at least one stabilizing element is attached between about 4 millimeters and about 497 millimeters measured from the tail of the anchor post, at least one stabilizing element located between about 5 millimeters and about 496 millimeters measured from the head of the anchor post and at least one stabilizing element located between about 5 millimeters and about 496 millimeters measured from the tail of the anchor post, at least one stabilizing element located between about 6 millimeters and about 495 millimeters measured from the head of the anchor post and at least one stabilizing element located between about 6 millimeters and about 495 millimeters measured from the tail of the anchor post. At least one stabilizing element located between about 7 millimeters and about 494 millimeters measured from the head of the anchor post and at least one stabilizing element located between about 7 millimeters and about 494 millimeters measured from the head of the anchor post, at least one stabilizing element located between about 8 millimeters and about 493 millimeters measured from the head of the anchor post and at least one stabilizing element located between about 8 millimeters and about 493 millimeters measured from the tail of the anchor post, at least one stabilizing element located between about 9 millimeters and about 492 millimeters measured from the head of the anchor post and at least one stabilizing element located between about 9 millimeters and about 492 millimeters measured from the tail of the anchor post, at least one stabilizing element located between about 10 millimeters and about 491 millimeters measured from the head of the anchor post and at least one stabilizing element located between 10 millimeters and about 491 millimeters measured from the tail of the anchor post, at least one stabilizing element located between about 11 millimeters and about 490 millimeters measured from the head of the anchor post and at least one stabilizing element located between about 11 millimeters and about 490 millimeters measured from the tail of the anchor post. [00104] In further or additional embodiments, at least one stabilizing element (including one, two, three, four, five, six, seven, eight or more stabilizing elements) is attached to the shaft of the anchor post at a distance measured from the head, and at least one different stabilizing element (including one, two, three, four, five, six, seven, eight or more stabilizing elements) is attached to the shaft of the anchor post at a distance measured from the tail, wherein the distance 27 is between about 12 millimeters and about 489 millimeters measured, between about 13 millimeters and about 488 millimeters, between about 14 millimeters and about 487 millimeters, between about 15 millimeters and about 486 millimeters, between about 16 millimeters and about 485 millimeters, between about 20 millimeters and about 450 millimeters, between about 25 millimeters and about 430 millimeters, between about 30 millimeters and about 420 millimeters, between about 35 millimeters and about 410 millimeters, between about 40 millimeters and about 400 millimeters, between about 45 millimeters and about 390 millimeters, between about 50 millimeters and about 380 millimeters, between about 55 millimeters and about 360 millimeters, between about 60 millimeters and about 350 millimeters, between about 65 millimeters and about 340 millimeters, between about 70 millimeters and about 330 millimeters, between about 71 millimeters and about 300 millimeters, between about 72 millimeters and about 290 millimeters, between about 73 millimeters and about 280 millimeters, between about 74 millimeters and about 270 millimeters, between about 75 millimeters and about 260 millimeters, between about 76 millimeters and about 250 millimeters, between about 77 millimeters and about 240 millimeters, between about 78 millimeters and about 230 millimeters, between about 79 millimeters and about 220 millimeters, between about 80 millimeters and about 210 millimeters, between about 81 millimeters and about 200 millimeters, between about 82 millimeters and about 210 millimeters, between about 83 millimeters and about 200 millimeters, between about 84 millimeters and about 190 millimeters, between about 85 millimeters and about 180 millimeters, between about 86 millimeters and about 170 millimeters, between about 87 millimeters and about 160 millimeters, between about 88 millimeters and about 150 millimeters, between about 89 millimeters and about 145 millimeters, between about 90 millimeters and about 142 millimeters, between about 91 millimeters and about 140 millimeters, between about 92 millimeters and about 135 millimeters, between about 93 millimeters and about 130 millimeters, between about 94 millimeters and about 125 millimeters, between about 95 millimeters and about 120 millimeters, between about 96 millimeters and about 115 millimeters, between about 97 millimeters and about 110 millimeters, between about 98 millimeters and about 108 millimeters, between about 99 millimeters and about 105 millimeters, or about 100 millimeters. In these embodiments, the recited distance is the distance measured from the head of the anchor post to the at least one stabilizing element and 28 the recited distance is also the distance measured from the tail of the anchor post to the at least one different stabilizing element. [00105] In some non-limiting embodiments of the subject matter described herein, is an anchor post (110) comprising a "toe" fin arrangement located near the tail of the anchor post. In further embodiments, three stabilizing elements, e.g. "fin" elements (117), are welded to the surface of the tube closer to the "tail" than the "head" of the anchor post. In some embodiments, the anchor post comprises one or more stabilizing elements, e.g. "fin" element (115), near the head of the anchor post. In further or additional embodiments, one or more stabilizing element is attached near the "tail", e.g., a "toe" stabilizing plate(1 17), of a shape to resist movement of the anchor post when inserted into the ground of the anchor post in the same manner as for the "head". [00106] In further or additional embodiments, a stabilizing element attached near the "tail" of the anchor post, e.g. a "toe" stabilizing plate (117), is smaller than the "head" stabilizing plates (115) located near the "head" of the anchor post. In other embodiments as depicted in Figures 5B or 5D, the one or more stabilizing element located near the "tail" (117) of the anchor post is larger than the one or more stabilizing element located near the "head" (115) of the anchor post. In still further embodiments, the one or more stabilizing element located near the "head" of the anchor post is about the same size as the one or more stabilizing element located near the "tail" of the anchor post. In still further embodiments, the one or more stabilizing element located near the "head" of the anchor post is smaller in size than the one or more stabilizing element located near the "tail" of the anchor post. As described herein, the dimensions and position of the stabilizing plates, including stabilizing elements attached near the "tail" of the anchor post and stabilizing elements attached near the "head" of the anchor post will vary depending on the ground conditions - i.e. the substrate of the displaceable material located within the ground. In an alternative embodiment, the "head" fins are at least 50 millimeters from the first end, or the "head" end of the anchor post which opposes the "tail" end. Shape and Surface Area of the Stabilizing Element(s) [00107] An additional feature of certain embodiments of the subject matter described herein is an anchor post comprising a shaft and at least one stabilizing element (including, but not limited to, one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post that is of requisite shape and exposed surface area to resist movement of the 29 anchor post. In some embodiments, an anchor post with at least one stabilizing element shaped to resist extraction improves the stability of the anchor post. [00108] For example, in some embodiments, the at least one stabilizing element (including one, two, three, four, five, six, seven, eight or more stabilizing elements) is a geometric shape of a prism, for example a trapezoidal prism. In further or additional embodiments, the at least one stabilizing element (including one, two, three, four, five, six, seven, eight or more stabilizing elements) is in the form a rectangular prism, a triangular prism, a trapezoidal prism, a concave polygonal prism, a cube, a pyramid, a hemisphere, or other three-dimensional geometric shape with sufficient surface area. In still further embodiments, the at least one stabilizing element (including one, two, three, four, five, six, seven, eight or more stabilizing elements) is in the form of a three dimensional "fin" shape. In further or additional embodiments, the at least one stabilizing element (including one, two, three, four, five, six, seven, eight or more stabilizing elements) is a barb. In some embodiments, the stabilizing element is in the form of a rectangular prism. In another embodiment, the stabilizing element is in the form of a triangular prism. In yet another embodiment, the stabilizing element is in the form of a trapezoidal prism. In yet a further embodiment, the stabilizing element is in the form of a concave polygonal prism. [00109] In further or additional embodiments, the surface area of the at least one stabilizing element (including one, two, three, four, five, six, seven, eight or more stabilizing elements) is at least about 2,000 mm 2 . In further embodiments, the surface area of the at least one stabilizing element (including one, two, three, four, five, six, seven, eight or more stabilizing elements) is at least about 3,000 mm 2 , is at least about 4,000 mm 2 , is at least about 5,000 mm 2 , is at least about 6,000 mm 2 , at least about 7,000 mm 2 , at least about 8,000 mm 2 , at least about 9,000 mm 2 , at least about 10,000 mm 2 , at least about 11,000 mm 2 , at least about 12,000 mm 2 , at least about 13,000 mm 2 , at least about 14,000 mm 2 , at least about 15,000 mm 2 , at least about 16,000 mm 2 , at least about 17,000 mm 2 , at least about 18,000 mm 2 , at least about 19,000 mm 2 , at least about 20,000 mm 2 , at least about 21,000 mm 2 , at least about 22,000 mm 2 , at least about 23,000 mm 2 , at least about 24,000 mm 2 , at least about 25,000 mm 2 , at least about 26,000 mm 2 , at least about 27,000 mm 2 , at least about 28,000 mm 2 , at least about 29,000 mm 2 , at least about 30,000 mm 2 , at least about 31,000 mm 2 , at least about 32,000 mm 2 , at least about 35,000 mm 2 , at least about 40,000 mm 2 , at least about 45,000 mm 2 , at least about 50,000 mm 2 , at least about 55,000 mm 2 , at least about 60,000 mm 2 , at least about 65,000 mm 2 , at least about 70,000 mm 2 , at least 30 about 75,000 mm 2 , at least about 80,000 mm 2 , at least about 85,000 mm 2 , at least about 90,000 n, at least about 95,000 mm2, at least about 100,000 mm2, at least about 105,000 mm2, at least about 110,000 mm2, at least about 115,000 mm2, at least about 120,000 mm2, at least about 125,000 mm 2 , at least about 130,000 mm 2 , at least about 135,000 mm 2 , at least about 140,000 mm 2 , at least about 145,000 mm 2 , or at least about 150,000 mm 2 . In some embodiments, the surface area of the at least one stabilizing element (including one, two, three, four, five, six, seven, eight or more stabilizing elements) is greater than 150,000 mm 2 . [00110] In additional embodiments, the anchor posts described herein further comprise one or more stabilizing element (including, but not limited to, one, two, three, four, five, six, seven, eight or more stabilizing elements) whereby the one or more stabilizing element is about 1 millimeter thick, about 2 millimeters thick, about 3 millimeters thick, about 4 millimeters thick, about 5 millimeters thick, about 6 millimeters thick, about 7 millimeters thick, about 8 millimeters thick, about 9 millimeters thick, about 10 millimeters thick, about 11 millimeters thick, about 12 millimeters thick, about 13 millimeters thick, about 14 millimeters thick, about 15 millimeters thick, about 16 millimeters thick, about 17 millimeters thick, about 18 millimeters thick, about 19 millimeters thick, or about 20 millimeters thick. [00111] Referring to one non-limiting embodiment depicted in Figure 3B, three stabilizing three dimensional "fin" plates (112) are welded to the surface of the tube at a longitudinal distance of about 100 millimeters from a first end, which forms the "head" of the anchor post (110). Each stabilizing plate (112) is generally of a three-dimensional trapezoidal configuration and has a height of about 300 millimeters and side lengths of about 75 to about 100 millimeter and about 10 millimeter. The dimensions of each stabilizing plate (112) and the position of each stabilizing plate (112) will vary depending on the ground conditions, i.e. the substrate into which the anchor post is fixed, as described herein. Spatial Location Around the Shaft [00112] Another feature of certain embodiments of the subject matter described herein is an anchor post comprising a shaft and at least one stabilizing element (including, but not limited to, one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post wherein the one or more spatially located stabilizing element is configured to resist movement of the anchor post. 31 [00113] For example, in some embodiments, the anchor post comprises a shaft and at least two stabilizing elements, wherein the closest degree of separation of any stabilizing element in relation to a different stabilizing element about the circumference of the shaft is about 5 degrees, about 10 degrees, about 15 degrees, 20 degrees, about 25 degrees, about 30 degrees, about 35 degrees, about 40 degrees, about 45 degrees, about 50 degrees, about 55 degrees, about 60 degrees, about 65 degrees, about 70 degrees, about 75 degrees, about 80 degrees, about 85 degrees, about 90 degrees, about 95 degrees, about 100 degrees, about 105 degrees, about 110 degrees, about 115 degrees, about 120 degrees, about 125 degrees, about 130 degrees, about 135 degrees, about 140 degrees, about 145 degrees, about 150 degrees, about 155 degrees, about 160 degrees, about 165 degrees, about 170 degrees, about 175 degrees, or about 180 degrees around the circumference of the shaft. In some embodiments, the anchor post comprises a shaft and two stabilizing elements, wherein the two stabilizing elements are separated by about 180 degrees around the circumference of the shaft. In some embodiments, the anchor posts described herein comprise only one stabilizing element. [00114] In further or additional embodiments, the anchor post comprises a shaft and at least three stabilizing elements, wherein the closest degree of separation of any two of the at least three stabilizing elements about the shaft is about 5 degrees, about 10 degrees, about 15 degrees, 20 degrees, about 25 degrees, about 30 degrees, about 35 degrees, about 40 degrees, about 45 degrees, about 50 degrees, about 55 degrees, about 60 degrees, about 65 degrees, about 70 degrees, about 75 degrees, about 80 degrees, about 85 degrees, about 90 degrees, about 95 degrees, about 100 degrees, about 105 degrees, about 110 degrees, about 115 degrees, about 120 degrees, about 125 degrees, about 130 degrees, about 135 degrees, about 140 degrees, about 145 degrees, about 150 degrees, about 155 degrees, about 160 degrees, about 165 degrees, about 170 degrees, about 175 degrees, or about 180 degrees around the circumference of the shaft. In some embodiments, the anchor post comprises a shaft and three stabilizing elements, wherein the three stabilizing elements are separated by about 120 degrees around the circumference of the shaft. [00115] Referring to one non-limiting embodiment depicted in Figure 61, a stabilizing element, e.g. a "fin" element, is welded around the circumference of a tubular shaft and each stabilizing element is separated from the adjacent fin by about 120 degrees. Orientation Around the Shaft 32 [00116] Another feature of certain embodiments of the subject matter described herein is an anchor post comprising a shaft and at least one stabilizing element (including, but not limited to, one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post wherein the one or more directionally located stabilizing element is configured to resist movement of the anchor post. In some embodiments, the stabilizing element is attached to the anchor post with the most acute angled end at or near the tail of the anchor post and the longest side of the stabilizing element is attached longitudinally along of the anchor post. In other embodiments, the stabilizing element is attached to the anchor post with the most acute angled end at or near the head of the anchor post and the longest side of the stabilizing element along the length of the anchor post. In another embodiment, the stabilizing element is attached to the anchor post with the broadest cross-section near the head of the anchor post and narrowest cross section closest to the tail of the anchor post. In a further embodiment, the stabilizing element is attached to the anchor post with the broadest cross-section near the tail of the anchor post and narrowest cross-section closest to the head of the anchor post. Alignment Element for Anchor Posts and Load Posts [00117] Another feature of certain embodiments of the subject matter described herein is an anchor post that is configured to align with a load post, wherein the anchor post provides support to one or more load post. The Alignment Element [00118] An additional feature of certain embodiments of the subject matter described herein is an anchor post that is configured to align with a load post, wherein the anchor post provides support to one or more load post by forming about a 180 degree angle between the load post and the anchor post. [00119] In some embodiments, provided herein is an anchor post comprising: (a) a shaft; (b) at least one stabilizing element (including but not limited to one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post configured to resist movement of the anchor post; and (c) at least one alignment element or attachment means. In some embodiments, the alignment element is configured to ensure the load post and the anchor post form between about a 175 degree angle and about a 180 degree angle with each other. In other embodiments, the alignment element is configured to ensure the load post and the anchor post form between about a 160 degree angle and about a 180 degree angle with each other. The angle 33 measurements are calculated by measuring the angle formed by the shaft of the anchor post and the shaft of the load post using a protractor or similar device. [00120] In some embodiments, provided herein is an anchor post comprising an alignment element whereby the alignment element is configured to ensure the anchor post and the load post form about a 175 degree angle with each other, about a 175.1 degree angle with each other, about a 175.2 degree angle with each other, about a 175.2 degree angle with each other, about a 175.3 degree angle with each other, about a 175.4 degree angle with each other, about a 175.5 degree angle with each other, about a 175.6 degree angle with each other, about a 175.7 degree angle with each other, about a 175.8 degree angle with each other, about a 175.9 degree angle with each other, about a 176 degree angle with each other, about a 176.1 degree angle with each other, about a 176.2 degree angle with each other, about a 176.3 degree angle with each other, about a 176.4 degree angle with each other, about a 176.5 degree angle with each other, about a 176.6 degree angle with each other, about a 176.7 degree angle with each other, about a 176.8 degree angle with each other, about a 176.9 degree angle with each other, about a 177 degree angle with each other, about a 177.1 degree angle with each other, about a 177.2 degree angle with each other, about a 177.3 degree angle with each other, about a 177.4 degree angle with each other, about a 177.5 degree angle with each other, about a 177.6 degree angle with each other, about a 177.7 degree angle with each other, about a 177.8 degree angle with each other, about a 177.9 degree angle with each other, about a 178 degree angle with each other, about a 178.1 degree angle with each other, about a 178.2 degree angle with each other, about a 178.3 degree angle with each other, about a 178.4 degree angle with each other, about a 178.5 degree angle with each other, about a 178.6 degree angle with each other, about a 178.7 degree angle with each other, about a 178.8 degree angle with each other, about a 178.9 degree angle with each other, about a 179 degree angle with each other, about a 179.1 degree angle with each other, about a 179.2 degree angle with each other, about a 179.3 degree angle with each other, about a 179.4 degree angle with each other, about a 179.5 degree angle with each other, about a 179.6 degree angle with each other, about a 179.7 degree angle with each other, about a 179.8 degree angle with each other, about a 179.9 degree angle with each other, or about a 180 degree angle with each other. [00121] In some embodiments, provided herein is an anchor post comprising an alignment element whereby the alignment element is configured to ensure the anchor post and the load post 34 form about a 160 degree angle with each other, about a 160.1 degree angle with each other, about a 160.2 degree angle with each other, about a 160.3 degree angle with each other, about a 160.4 degree angle with each other, about a 160.5 degree angle with each other, about a 160.6 degree angle with each other, about a 160.7 degree angle with each other, about a 160.8 degree angle with each other, about a 160.9 degree angle with each other, about a 161 degree angle with each other, about a 161.1 degree angle with each other, about a 161.2 degree angle with each other, about a 161.3 degree angle with each other, about a 161.4 degree angle with each other, about a 161.5 degree angle with each other, about a 161.6 degree angle with each other, about a 161.7 degree angle with each other, about a 161.8 degree angle with each other, about a 161.9, about a 162 degree angle with each other, about a 162.1 degree angle with each other, about a 162.2 degree angle with each other, about a 162.3 degree angle with each other, about a 162.4 degree angle with each other, about a 162.5 degree angle with each other, about a 162.6 degree angle with each other, about a 162.7 degree angle with each other, about a 162.8 degree angle with each other, about a 162.9, about a 163 degree angle with each other, about a 163.1 degree angle with each other, about a 163.2 degree angle with each other, about a 163.3 degree angle with each other, about a 163.4 degree angle with each other, about a 163.5 degree angle with each other, about a 163.6 degree angle with each other, about a 163.7 degree angle with each other, about a 163.8 degree angle with each other, about a 163.9, about a 164 degree angle with each other, about a 164.1 degree angle with each other, about a 164.2 degree angle with each other, about a 164.3 degree angle with each other, about a 164.4 degree angle with each other, about a 164.5 degree angle with each other, about a 164.6 degree angle with each other, about a 164.7 degree angle with each other, about a 164.8 degree angle with each other, about a 164.9, about a 165 degree angle with each other, about a 165.1 degree angle with each other, about a 165.2 degree angle with each other, about a 165.3 degree angle with each other, about a 165.4 degree angle with each other, about a 165.5 degree angle with each other, about a 165.6 degree angle with each other, about a 165.7 degree angle with each other, about a 165.8 degree angle with each other, about a 165.9, about a 166 degree angle with each other, about a 166.1 degree angle with each other, about a 166.2 degree angle with each other, about a 166.3 degree angle with each other, about a 166.4 degree angle with each other, about a 166.5 degree angle with each other, about a 166.6 degree angle with each other, about a 166.7 degree angle with each other, about a 166.8 degree angle with each other, about a 166.9, about a 167 degree angle with each 35 other, about a 167.1 degree angle with each other, about a 167.2 degree angle with each other, about a 167.3 degree angle with each other, about a 167.4 degree angle with each other, about a 167.5 degree angle with each other, about a 167.6 degree angle with each other, about a 167.7 degree angle with each other, about a 167.8 degree angle with each other, about a 167.9, about a 168 degree angle with each other, about a 168.1 degree angle with each other, about a 168.2 degree angle with each other, about a 168.3 degree angle with each other, about a 168.4 degree angle with each other, about a 168.5 degree angle with each other, about a 168.6 degree angle with each other, about a 168.7 degree angle with each other, about a 168.8 degree angle with each other, about a 168.9, about a 169 degree angle with each other, about a 169.1 degree angle with each other, about a 169.2 degree angle with each other, about a 169.3 degree angle with each other, about a 169.4 degree angle with each other, about a 169.5 degree angle with each other, about a 169.6 degree angle with each other, about a 169.7 degree angle with each other, about a 169.8 degree angle with each other, about a 169.9, about a 170 degree angle with each other, about a 170.1 degree angle with each other, about a 170.2 degree angle with each other, about a 170.3 degree angle with each other, about a 170.4 degree angle with each other, about a 170.5 degree angle with each other, about a 170.6 degree angle with each other, about a 170.7 degree angle with each other, about a 170.8 degree angle with each other, about a 170.9, about a 171 degree angle with each other, about a 171.1 degree angle with each other, about a 171.2 degree angle with each other, about a 171.3 degree angle with each other, about a 171.4 degree angle with each other, about a 171.5 degree angle with each other, about a 171.6 degree angle with each other, about a 171.7 degree angle with each other, about a 171.8 degree angle with each other, about a 171.9, about a 172 degree angle with each other, about a 172.1 degree angle with each other, about a 172.2 degree angle with each other, about a 172.3 degree angle with each other, about a 172.4 degree angle with each other, about a 172.5 degree angle with each other, about a 172.6 degree angle with each other, about a 172.7 degree angle with each other, about a 172.8 degree angle with each other, about a 172.9, about a 173 degree angle with each other, about a 173.1 degree angle with each other, about a 173.2 degree angle with each other, about a 173.3 degree angle with each other, about a 173.4 degree angle with each other, about a 173.5 degree angle with each other, about a 173.6 degree angle with each other, about a 173.7 degree angle with each other, about a 173.8 degree angle with each other, about a 173.9, about a 174 degree angle with each other, about a 174.1 degree angle with each other, about a 174.2 36 degree angle with each other, about a 174.3 degree angle with each other, about a 174.4 degree angle with each other, about a 174.5 degree angle with each other, about a 174.6 degree angle with each other, about a 174.7 degree angle with each other, about a 174.8 degree angle with each other, about a 174.9, about a 175 degree angle with each other, about a 175.1 degree angle with each other, about a 175.2 degree angle with each other, about a 175.3 degree angle with each other, about a 175.4 degree angle with each other, about a 175.5 degree angle with each other, about a 175.6 degree angle with each other, about a 175.7 degree angle with each other, about a 175.8 degree angle with each other, about a 175.9, about a 176 degree angle with each other, about a 176.1 degree angle with each other, about a 176.2 degree angle with each other, about a 176.3 degree angle with each other, about a 176.4 degree angle with each other, about a 176.5 degree angle with each other, about a 176.6 degree angle with each other, about a 176.7 degree angle with each other, about a 176.8 degree angle with each other, about a 176.9 degree angle with each other, about a 177 degree angle with each other, about a 177.1 degree angle with each other, about a 177.2 degree angle with each other, about a 177.3 degree angle with each other, about a 177.4 degree angle with each other, about a 177.5 degree angle with each other, about a 177.6 degree angle with each other, about a 177.7 degree angle with each other, about a 177.8 degree angle with each other, about a 177.9 degree angle with each other, about a 178 degree angle with each other, about a 178.1 degree angle with each other, about a 178.2 degree angle with each other, about a 178.3 degree angle with each other, about a 178.4 degree angle with each other, about a 178.5 degree angle with each other, about a 178.6 degree angle with each other, about a 178.7 degree angle with each other, about a 178.8 degree angle with each other, about a 178.9 degree angle with each other, about a 179 degree angle with each other, about a 179.1 degree angle with each other, about a 179.2 degree angle with each other, about a 179.3 degree angle with each other, about a 179.4 degree angle with each other, about a 179.5 degree angle with each other, about a 179.6 degree angle with each other, about a 179.7 degree angle with each other, about a 179.8 degree angle with each other, about a 179.9 degree angle with each other, or about a 180 degree angle with each other. [00122] In some embodiments, the alignment plate is a plate, for example a self-alignment plate. In some embodiments, a self-alignment plate is configured to receive one end of a load post with little or no human involvement. For example, in some embodiments, the self alignment plate is designed as a female end whereby the load post is a male end, and together the 37 female and male end form a tight connection with each other. In further or additional embodiments, an anchor post containing an alignment plate is configured to maintain a load post in a vertical position. In further embodiments, the alignment plate as described herein is configured to prevent movement, including rotational movement, lateral movement and overturning of the load post. [00123] In further embodiments, provided herein is an anchor post comprising an alignment plate whereby the alignment plate is convex. In embodiments with a convex alignment plate, the convex alignment plate is designed to connect to a concave alignment element of a load post. It has been determined that an anchor post with a convex alignment element is advantageous in certain damp or wet environments. For example, in environments prone to precipitation or moisture or potentially prone to precipitation or moisture, a convex plate is utilized to avoid the collection of water at the alignment element connecting the load post and anchor post. In these situations, the convex feature of the alignment element avoids the accumulation of water by facilitating the run-off of the water into, e.g., the surrounding ground material. [00124] In other embodiments, provided herein is an anchor post comprising an alignment plate whereby the alignment plate is concave. In embodiments with a concave alignment plate, the concave alignment plate is designed to connect to a convex alignment element of an anchor post. It has been determined that an anchor post with a concave alignment element is advantageous in certain conditions. For example, in certain soil conditions, it may be desirable to keep small animals and insects away from infestation of the connection of the load post and anchor post. In these situations, the concave feature of the alignment element of the anchor post protects the alignment of the anchor post and the anchor post. [00125] In further embodiments, a convex alignment plate of the anchor post mates or aligns with a concave alignment plate of a load post. In further embodiments, a concave alignment plate of the anchor post mates or aligns with a convex alignment plate of the load post. Thus in certain embodiments, the convex and concave alignment plates as described herein are configured to be "self-aligning." [00126] In other embodiments, provided herein is an anchor post comprising an alignment element whereby the alignment element is configured to connect to a load post with a screw cap. In further embodiments, provided herein is an anchor post comprising an alignment element 38 whereby the alignment element is configured to connect to a load post with a cam. In some embodiments, the cam is a locking device that enables connection of an anchor post and load post when the load post is twisted into a locking position. In further embodiments, the alignment element for connecting the load post to the anchor post is a clip. In still further embodiments, the alignment element is a device suitable to connect a load post to an anchor post. [00127] In some embodiments, provided herein is an anchor post comprising: (a) a shaft; (b) at least one stabilizing element (including but not limited to one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post configured to resist movement of the anchor post; and (c) at least one attachment means. In some embodiments the attachment means is convex. In further or additional embodiments, the attachment means is concave. [00128] Referring to a depiction in Figures 3A-3D of one non-limiting embodiment, an alignment plate or attachment means (113) is welded to the "head" of the anchor post (110) and comprises an alignment plate which is of thickness of about 1 millimeter to about 100 millimeters, including any integer within the range, for example, 1 millimeter, 2 millimeters, 3 millimeters, 4 millimeters, 5 millimeters, 6 millimeters, 7 millimeters, etc. In some embodiments, provided herein is an alignment plate of a thickness of about 8 millimeters. In some embodiments, provided herein is an alignment plate of a thickness of about 12 millimeters. [00129] In further or additional embodiments, the alignment element is drilled with holes, slots or apertures to receive about a 16 millimeter diameter bolt. In further embodiments, the alignment element is attached to the anchor post dependent on its intended use of the anchor post. For example, in some embodiments, an alignment element, e.g. the alignment plate, is attached to an anchor post by bracketing. In further embodiments, the bracketing will ensure the load post will remain vertical and prevents rotational movement. [00130] In further or additional embodiments, the alignment element has a diameter between about 70 millimeters and about 400 millimeters, between about 71 millimeters and about 399 millimeters, between about 72 millimeters and about 398 millimeters, between about 73 millimeters and about 397 millimeters, between about 74 millimeters and about 396 millimeters, between about 75 millimeters and about 395 millimeters between about 76 millimeters and about 394 millimeters between about 77 millimeters and about 393 millimeters between about 78 millimeters and about 392 millimeters between about 79 millimeters and about 391 millimeters between about 80 millimeters and about 390 millimeters between about 81 millimeters and about 39 389 millimeters between about 82 millimeters and about 388 millimeters between about 83 millimeters and about 387 millimeters between about 84 millimeters and about 386 millimeters between about 85 millimeters and about 385 millimeters between about 86 millimeters and about 384 millimeters between about 87 millimeters and about 383 millimeters between about 88 millimeters and about 382 millimeters between about 89 millimeters and about 381 millimeters between about 90 millimeters and about 380 millimeters between about 91 millimeters and about 379 millimeters between about 92 millimeters and about 378 millimeters between about 93 millimeters and about 377 millimeters between about 94 millimeters and about 376 millimeters between about 95 millimeters and about 375 millimeters between about 96 millimeters and about 374 millimeters between about 97 millimeters and about 373 millimeters between about 98 millimeters and about 372 millimeters, between about 99 millimeters and about 371 millimeters, between about 100 millimeters and about 370 millimeters, between about 110 millimeters and about 360 millimeters, between about 115 millimeters and about 350 millimeters, between about 120 millimeters and about 340 millimeters, between about 130 millimeters and about 330 millimeters, between about 140 millimeters and about 320 millimeters, between about 150 millimeters and about 310 millimeters, between about 160 millimeters and about 300 millimeters, between about 170 millimeters and about 290 millimeters, between about 180 millimeters and about 280 millimeters. In further embodiments, the alignment element has a diameter at least about 190 millimeters. In further embodiments, the alignment element has a diameter at least about 250 millimeters. In yet a further embodiment, the alignment element has a diameter at least about 260 millimeters. In further embodiments, the enlarged alignment plate provides enhanced overall alignment possibility up to at least as much as about 15 degrees or better. In further embodiments, the enlarged alignment plate provides added stability for larger foundation requirements. [00131] In further or additional embodiments, referring to a depiction in Figure 10 of one non limiting embodiment of the subject matter described herein, one or more aperture is drilled around the alignment plate with about a 10, about a 20, about a 30, about a 40, about a 50, about a 60, about a 70, about a 80, about a 90, about a 100, about a 110, about a 120, about a 130, about a 140, about a 150, about a 160, about a 170, about a 175, or about 180 degree separation between adjacent apertures. In further embodiments, each aperture is equidistant from the center of the plate. In some embodiments, each aperture is not equidistant from the center of the plate. 40 In some embodiments, the alignment plate contains a central aperture as depicted in Figure 7 as 7a, which in further embodiments is filled with cement once the anchor post is installed into the ground. In further embodiments with an alignment plate with a central aperture, the central aperture is covered with a patch of bitumen based material. In other embodiments, the alignment plate does not contain a central aperture or if it does contain a central aperture, it is not filled with cement once it is installed into ground. [00132] In further or additional embodiments, the alignment plate (113) is attached to the anchor post and load post, respectively. In some embodiments, the anchor post and the load post are configured to be self-aligning. In further embodiments as depicted in Figures 3A-3D, the anchor post (110) and alignment plate (113) comprises a convex plate. The load post alignment element comprises a concave plate. In further embodiments, the anchor post is fixed in position below the ground and the load post is mounted above the anchor post. In further embodiments, a concave plate is attached to a load post, whereby the concave plate connects to a convex plate, thereby aligning the two alignment plates. The alignment plates are then connected, for example with bolts, thereby ensuring the load post is aligned with the anchor post. [00133] Referring to another non-limiting embodiment, Figure 10A and 10C further depicts an alignment plate (124) in the form of a hemispherical domed plate, whereby the hemispherical dome plate contains nine apertures configured for connection to a load post with use of additional hardware, e.g. bolts, washers, nuts, etc. [00134] Referring to another non-limiting embodiment, Figures 10B and 10E depicts an alignment plate (124) in the form of a hemispherical domed plate, whereby the hemispherical dome plate contains three slots configured for connection to a load post with use of additional hardware, e.g. bolts, washers, nuts, etc. [00135] An additional feature of certain embodiments of the subject matter provided herein is an anchor post is configured to connect with a load post whereby the connection is made possible with an alignment element. In some embodiments, provided herein is an anchor post that is configured to connect to a load post whereby the connection is made possible without inserting the load post into the anchor post or without inserting a substantial portion of the load post into the anchor post. [00136] In some embodiments, the anchor posts described herein comprise an alignment element that is configured to connect to at least one load post without inserting a substantial 41 portion of the load post into the anchor post. These anchor posts offer significant advantages over the existing anchor posts. For example, in some embodiments, the anchor posts provided herein are configured to connect to a load post without inserting any or a substantial portion of the load post into an internal socket, thereby preventing re-alignment problems in the event the anchor post was inserted into the ground at a less than desirable angle, e.g. an angle less than 180 degrees with the desired angle of the load post. [00137] In some embodiments, provided herein is an anchor post comprising: (a) a shaft; (b) at least one stabilizing element (including but not limited to one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post configured to resist movement of the anchor post; and (c) at least one alignment element that is configured to connect to at least one load post without inserting the load post into the anchor post. [00138] In additional embodiments, provided herein is an anchor post comprising: (a) a shaft; (b) at least one stabilizing element (including but not limited to one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post configured to resist movement of the anchor post; and (c) at least one alignment element that is configured to connect to at least one load post without inserting a substantial portion of the load post into the anchor post. [00139] In some embodiments, a "substantial" portion of the load post is from about 0.1 millimeters to about 100 millimeters, including every millimeter integer of anchor post in between, for example, 1 millimeter, 2 millimeters, 3 millimeters, 4 millimeters, 5 millimeters, 6 millimeters, etc. In further embodiments, an anchor post comprising an alignment element is configured to connect to a load post while inserting less than about 100 millimeters of load post into the anchor post, less than about 98 millimeters of load post into the anchor post, less than about 96 millimeters of load post into the anchor post, less than about 94 millimeters of load post into the anchor post, less than about 92 millimeters of load post into the anchor post, less than about 90 millimeters of load post into the anchor post, less than about 88 millimeters of load post into the anchor post, less than about 86 millimeters of load post into the anchor post, less than about 84 millimeters of load post into the anchor post, less than about 82 millimeters of load post into the anchor post, less than about 80 millimeters of load post into the anchor post, less than about 78 millimeters of load post into the anchor post, less than about 76 millimeters of load post into the anchor post, less than about 74 millimeters of load post into the anchor post, less than 42 about 72 millimeters of load post into the anchor post, less than about 70 millimeters of load post into the anchor post, less than about 68 millimeters of load post into the anchor post, less than about 66 millimeters of load post into the anchor post, less than about 64 millimeters of load post into the anchor post, less than about 62 millimeters of load post into the anchor post, less than about 60 millimeters of load post into the anchor post, less than about 58 millimeters of load post into the anchor post, less than about 56 millimeters of load post into the anchor post, less than about 54 millimeters of load post into the anchor post, less than about 52 millimeters of load post into the anchor post, less than about 50 millimeters of load post into the anchor post, less than about 48 millimeters of load post into the anchor post, less than about 46 millimeters of load post into the anchor post, less than about 44 millimeters of load post into the anchor post, less than about 42 millimeters of load post into the anchor post, less than about 40 millimeters of load post into the anchor post, less than about 38 millimeters of load post into the anchor post, less than about 36 millimeters of load post into the anchor post, less than about 34 millimeters of load post into the anchor post, less than about 32 millimeters of load post into the anchor post, less than about 30 millimeters of load post into the anchor post, less than about 28 millimeters of load post into the anchor post, less than about 26 millimeters of load post into the anchor post, less than about 24 millimeters of load post into the anchor post, less than about 22 millimeters of load post into the anchor post, less than about 20 millimeters of load post into the anchor post, less than about 19 millimeters of load post into the anchor post, less than about 18 millimeters of load post into the anchor post, less than about 17 millimeters of load post into the anchor post, less than about 16 millimeters of load post into the anchor post, less than about 15 millimeters of load post into the anchor post, less than about 14 millimeters of load post into the anchor post, less than about 13 millimeters of load post into the anchor post, less than about 12 millimeters of load post into the anchor post, less than about 11 millimeters of load post into the anchor post, less than about 10 millimeters of load post into the anchor post, less than about 9 millimeters of load post into the anchor post, less than about 8 millimeters of load post into the anchor post, less than about 7 millimeters of load post into the anchor post, less than about 6 millimeters of load post into the anchor post, less than about 5 millimeters of load post into the anchor post, less than about 4 millimeters of load post into the anchor post, less than about 3 millimeters of load post into the anchor post, less than about 2 millimeters of load post into the anchor post or less than 43 about 1 millimeter of load post into the anchor post, less than about 0.5 millimeters of load post into the anchor post, or inserting 0 millimeters of load post into the anchor post. [00140] In some embodiments, provided herein is an anchor post comprising: (a) a shaft; (b) at least one stabilizing element (including but not limited to one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post configured to resist movement of the anchor post; and (c) at least one alignment element that is configured to connect to at least one load post, whereby a substantial portion of the load post is inserted into the anchor post. In further or additional embodiments, provided herein is an anchor post comprising: (a) a shaft; and (b) at least one stabilizing element (including but not limited to one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post configured to resist movement of the anchor post; wherein the anchor post does not contain an internal socket for insertion of a load post. For example, in some embodiments, the anchor post described herein does not contain an internal socket for receiving a load post or guide post. In further or additional embodiments, the anchor posts described herein do not contain an internal socket containing a retaining means located adjacent to the internal socket for effecting release of a guide post or load post from the internal socket. In further or additional embodiments, the anchor posts described herein do not contain an engagable latch projection to effectuate release of a retaining means. The Adjustable Alignment Element [00141] An additional feature of certain embodiments of the subject matter described herein is an anchor post that is configured to align with a load post, wherein the anchor post provides support to one or more load post by forming about a 180 degree angle with the load post. [00142] In some embodiments, provided herein is an anchor post comprising: (a) a shaft; (b) at least one stabilizing element (including but not limited to one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post configured to resist movement of the anchor post; and (c) at least one alignment element, whereby the alignment element is configured to compensate for imprecision during the installation of the anchor post or the alignment element is configured to compensate for a ground surface angle that is not perpendicular with the anchor post. [00143] For example, it has been discovered that during the installation processes of the anchor posts described herein, the anchor post is installed into the ground in a less than desirable 44 manner, or is installed in a difficult ground area or surroundings. For example, in some situations, the anchor post is installed into the ground in a manner where the anchor post is not perpendicular with the ground surface, but a load post that is perpendicular with the surface is desired. Or, to take another example, in some circumstances the anchor post may be installed into an embankment or other ground surface whereby it is not desirable to have a load post erected that is perpendicular with the surface, but rather it is desirable to erect a load post that forms an angle with the embankment. In these and other situations, it is desirable to have an anchor post that is configured to connect to a load post whereby the anchor post and the load post form less than about a 180 degree angle. [00144] In further embodiments, a convex alignment plate of the anchor post mates or aligns with a concave alignment plate of a load post. In further embodiments, a concave alignment plate of the anchor post mates or aligns with a convex alignment plate of the load post. Thus in certain embodiments, the convex and concave alignment plates as described herein are configured to be "self-aligning." [00145] For example, in some embodiments the anchor posts described herein comprise an alignment element that contains one or more aperture. In further embodiments, the anchor posts described herein contain an alignment element with one aperture, two apertures, three apertures, four apertures, five apertures, six apertures, seven apertures, eight apertures, nine apertures, ten apertures, eleven or more apertures. The apertures are configured for connection to an alignment element anchor post with use of additional hardware, e.g. bolts, washers, nuts, etc. [00146] In still further embodiments, the anchor posts described herein contain an alignment element that contains one or more slot. In further embodiments, the anchor posts described herein comprise an alignment element that contains one slot, two slots, three slots, four slots, five slots, six slots, seven slots, or eight or more slots. In still further embodiments, the anchor posts described herein are configured to connect to a load post containing an alignment element with an adjustable hinge or joint. In still further embodiments, provided herein is an alignment element comprising an anchor post containing a hemispheric ball-joint. [00147] In some embodiments, provided herein is an anchor post comprising an adjustable joint or hinge, whereby the adjustable joint or hinge is configured to ensure the anchor post and the load post form less than a 180 degree angle. In further or additional embodiments, provided herein is an anchor post comprising an adjustable joint or hinge, whereby the adjustable joint or 45 hinge is configured to ensure the anchor post and the load post form an angle between about 160 degrees and about 180 degrees. The angle measurements are calculated by measuring the angle formed by the shaft of the anchor post and the shaft of the load post using a protractor or similar device. [00148] In some embodiments, provided herein is an anchor post comprising an adjustable joint or hinge, whereby the adjustable joint or hinge is configured to ensure the anchor post and the load post form about a 160 degree angle with each other, about a 160.1 degree angle with each other, about a 160.2 degree angle with each other, about a 160.3 degree angle with each other, about a 160.4 degree angle with each other, about a 160.5 degree angle with each other, about a 160.6 degree angle with each other, about a 160.7 degree angle with each other, about a 160.8 degree angle with each other, about a 160.9 degree angle with each other, about a 161 degree angle with each other, about a 161.1 degree angle with each other, about a 161.2 degree angle with each other, about a 161.3 degree angle with each other, about a 161.4 degree angle with each other, about a 161.5 degree angle with each other, about a 161.6 degree angle with each other, about a 161.7 degree angle with each other, about a 161.8 degree angle with each other, about a 161.9 degree angle with each other, about a 162 degree angle with each other, about a 162.1 degree angle with each other, about a 162.2 degree angle with each other, about a 162.3 degree angle with each other, about a 162.4 degree angle with each other, about a 162.5 degree angle with each other, about a 162.6 degree angle with each other, about a 162.7 degree angle with each other, about a 162.8 degree angle with each other, about a 162.9 degree angle with each other, about a 163 degree angle with each other, about a 163.1 degree angle with each other, about a 163.2 degree angle with each other, about a 163.3 degree angle with each other, about a 163.4 degree angle with each other, about a 163.5 degree angle with each other, about a 163.6 degree angle with each other, about a 163.7 degree angle with each other, about a 163.8 degree angle with each other, about a 163.9 degree angle with each other, about a 164 degree angle with each other, about a 164.1 degree angle with each other, about a 164.2 degree angle with each other, about a 164.3 degree angle with each other, about a 164.4 degree angle with each other, about a 164.5 degree angle with each other, about a 164.6 degree angle with each other, about a 164.7 degree angle with each other, about a 164.8 degree angle with each other, about a 164.9 degree angle with each other, about a 165 degree angle with each other, about a 165.1 degree angle with each other, about a 165.2 degree angle with each other, about a 165.3 degree angle 46 with each other, about a 165.4 degree angle with each other, about a 165.5 degree angle with each other, about a 165.6 degree angle with each other, about a 165.7 degree angle with each other, about a 165.8 degree angle with each other, about a 165.9 degree angle with each other, or about a 166 degree angle with each other. [00149] In further embodiments, provided herein is an anchor post comprising an alignment element whereby the alignment element is configured to ensure the anchor post and the load post form about a 166.1 degree angle with each other, about a 166.2 degree angle with each other, about a 166.3 degree angle with each other, about a 166.4 degree angle with each other, about a 166.5 degree angle with each other, about a 166.6 degree angle with each other, about a 166.7 degree angle with each other, about a 166.8 degree angle with each other, about a 166.9 degree angle with each other, about a 167 degree angle with each other, about a 167.1 degree angle with each other, about a 167.2 degree angle with each other, about a 167.3 degree angle with each other, about a 167.4 degree angle with each other, about a 167.5 degree angle with each other, about a 167.6 degree angle with each other, about a 167.7 degree angle with each other, about a 167.8 degree angle with each other, about a 167.9 degree angle with each other, about a 168 degree angle with each other, about a 168.1 degree angle with each other, about a 168.2 degree angle with each other, about a 168.3 degree angle with each other, about a 168.4 degree angle with each other, about a 168.5 degree angle with each other, about a 168.6 degree angle with each other, about a 168.7 degree angle with each other, about a 168.8 degree angle with each other, about a 168.9 degree angle with each other, about a 169 degree angle with each other, about a 169.1 degree angle with each other, about a 169.2 degree angle with each other, about a 169.3 degree angle with each other, about a 169.4 degree angle with each other, about a 169.5 degree angle with each other, about a 169.6 degree angle with each other, about a 169.7 degree angle with each other, about a 169.8 degree angle with each other, about a 169.9 degree angle with each other, about a 170 degree angle with each other, about a 170.1 degree angle with each other, about a 170.2 degree angle with each other, about a 170.3 degree angle with each other, about a 170.4 degree angle with each other, about a 170.5 degree angle with each other, about a 170.6 degree angle with each other, about a 170.7 degree angle with each other, about a 170.8 degree angle with each other, about a 170.9 degree angle with each other, or about a 171 degree angle with each other. 47 [00150] In still further embodiments, provided herein is an anchor post comprising an alignment element whereby the alignment element is configured to ensure the anchor post and the load post form about a 171.1 degree angle with each other, about a 171.2 degree angle with each other, about a 171.3 degree angle with each other, about a 171.4 degree angle with each other, about a 171.5 degree angle with each other, about a 171.6 degree angle with each other, about a 171.7 degree angle with each other, about a 171.8 degree angle with each other, about a 171.9 degree angle with each other, about a 172 degree angle with each other, about a 172.1 degree angle with each other, about a 172.2 degree angle with each other, about a 172.3 degree angle with each other, about a 172.4 degree angle with each other, about a 172.5 degree angle with each other, about a 172.6 degree angle with each other, about a 172.7 degree angle with each other, about a 172.8 degree angle with each other, about a 172.9 degree angle with each other, about a 173 degree angle with each other, about a 173.1 degree angle with each other, about a 173.2 degree angle with each other, about a 173.3 degree angle with each other, about a 173.4 degree angle with each other, about a 173.5 degree angle with each other, about a 173.6 degree angle with each other, about a 173.7 degree angle with each other, about a 173.8 degree angle with each other, about a 173.9 degree angle with each other, about a 174 degree angle with each other, about a 174.1 degree angle with each other, about a 174.2 degree angle with each other, about a 174.3 degree angle with each other, about a 174.4 degree angle with each other, about a 174.5 degree angle with each other, about a 174.6 degree angle with each other, about a 174.7 degree angle with each other, about a 174.8 degree angle with each other, about a 174.9 degree angle with each other, about a 175 degree angle with each other, about a 175.1 degree angle with each other, about a 175.2 degree angle with each other, about a 175.3 degree angle with each other, about a 175.4 degree angle with each other, about a 175.5 degree angle with each other, about a 175.6 degree angle with each other, about a 175.7 degree angle with each other, about a 175.8 degree angle with each other, about a 175.9 degree angle with each other, or about a 176 degree angle with each other. [00151] In yet further embodiments, provided herein is an anchor post comprising an alignment element whereby the alignment element is configured to ensure the anchor post and the load post form about a 176.1 degree angle with each other, about a 176.2 degree angle with each other, about a 176.3 degree angle with each other, about a 176.4 degree angle with each other, about a 176.5 degree angle with each other, about a 176.6 degree angle with each other, about a 176.7 48 degree angle with each other, about a 176.8 degree angle with each other, about a 176.9 degree angle with each other, about a 177 degree angle with each other, about a 177.1 degree angle with each other, about a 177.2 degree angle with each other, about a 177.3 degree angle with each other, about a 177.4 degree angle with each other, about a 177.5 degree angle with each other, about a 177.6 degree angle with each other, about a 177.7 degree angle with each other, about a 177.8 degree angle with each other, about a 177.9 degree angle with each other, about a 178 degree angle with each other, about a 178.1 degree angle with each other, about a 178.2 degree angle with each other, about a 178.3 degree angle with each other, about a 178.4 degree angle with each other, about a 178.5 degree angle with each other, about a 178.6 degree angle with each other, about a 178.7 degree angle with each other, about a 178.8 degree angle with each other, about a 178.9 degree angle with each other, about a 179 degree angle with each other, about a 179.1 degree angle with each other, about a 179.2 degree angle with each other, about a 179.3 degree angle with each other, about a 179.4 degree angle with each other, about a 179.5 degree angle with each other, about a 179.6 degree angle with each other, about a 179.7 degree angle with each other, about a 179.8 degree angle with each other, about a 179.9 degree angle with each other, or about a 180 degree angle with each other. [00152] In further embodiments, the adjustable joint or hinge comprises a convex alignment plate. In these situations, the convex alignment plate of the anchor post mates or aligns with a concave alignment plate of a load post. Thus in certain embodiments, the convex and concave alignment plates as described herein are configured to be a "self-aligning" adjustable joint. [00153] In further embodiments, the adjustable joint or hinge comprises a concave alignment plate. In these situations, the concave alignment plate of the anchor post mates or aligns with a convex alignment plate of the load post. Thus in certain embodiments, the convex and concave alignment plates as described herein are configured to form a "self-aligning" adjustable joint. [00154] In some embodiments, provided herein is an alignment element comprising an adjustable joint wherein the adjustable joint is a ball joint. For example, in further or additional embodiments, the adjustable joint is a hemispheric ball-joint or similar device. Load Posts [00155] Another feature of certain embodiments of the subject matter described herein is a load post that is configured to connect to an anchor post whereby the anchor post can provide stability and support to the load post. 49 [00156] In some embodiments, provided herein is an anchor post comprising: (a) a shaft; and (b) at least one stabilizing element (including but not limited to one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post configured to resist movement of the anchor post; wherein the anchor post is configured to connect to a load post. [00157] In some embodiments, the load post is a support device used in railroad construction or support, highway construction or support, residential construction or support, commercial construction or support, recreational construction or support, or any other construction or support application. [00158] In further or additional embodiments, the load post is, forms, is attached to, or is used to support, a cable post, a gabion support, a barrier, a rockfall barrier, a mooring bollard, a buoy, a seabed matting, a floating dock, a park bench, a covered recreational facility (e.g. a gymnasium, tennis court, basketball court, or a volleyball court), a bicycle path sign, a railroad sign, a highway sign, a road sign, railroad fencing, motorway fencing, a railroad fence, a railroad trackside cable, a retaining post, a retaining fence, a road sign, a road fence, playground equipment, a park bench, a handrail, a pipeline anchor, a pedestrian sign, a sheet pile, a trench sheet, a retaining wall, a secant wall, a road embankment, a rail embankment, a sloping ground, a lock wall, a canal wall, a tunnel lining, a gabion basket, a revetment matting, a coastal defense structure, a cliff stabilizer, an overhead gantry, a geotextile support, a scaffold, a guyed structure, a mast, a temporary re-locatable structure, a pipeline, a tree kit, a ski mat, a security chain, a security lock, a crash barrier, a fence, a handrail, a machinery anchor, a bridge, a retaining wall, or similar device. [00159] In some embodiments, the load posts provided herein further comprise an alignment element or attachment means for connection to an anchor post as described herein, including all of the specific embodiments of the alignment element and attachment means as provided herein with respect to the alignment element of the anchor post. In further embodiments, the load posts described herein contain an alignment element that is configured to connect to a corresponding alignment element of the anchor post. [00160] In further embodiments, a convex alignment plate of a load post mates or aligns with a concave alignment plate of an anchor post. In further embodiments, a concave alignment plate of a load post mates or aligns with a convex alignment plate of the anchor post. Thus in certain 50 embodiments, the convex and concave alignment plates as described herein are configured to be "self-aligning." [00161] For example, in some embodiments the load posts described herein comprise an alignment element that contains one or more aperture. In further embodiments, the load posts described herein contain an alignment element with one aperture, two apertures, three apertures, four apertures, five apertures, six apertures, seven apertures, eight apertures, nine apertures, ten apertures, eleven or more apertures. The apertures are configured for connection to an alignment element anchor post with use of additional hardware, e.g. bolts, washers, nuts, etc. [00162] In still further embodiments, the load posts described herein contain an alignment element that contains one or more slot. In further embodiments, the load posts described herein comprise an alignment element that contains one slot, two slots, three slots, four slots, five slots, six slots, seven slots, or eight or more slots. In still further embodiments, the load posts described herein are configured to connect to an anchor post containing an alignment element with an adjustable hinge or joint. In still further embodiments, provided herein is an alignment element comprising a load post containing a hemispheric ball-joint. [00163] In some embodiments, the anchor post is installed into the ground, whereby the load post is mounted above the ground. The respective alignment plates or attachment means of the anchor post and the load post are utilized to connect the anchor post to the load post, thereby utilizing the anchor post to provide stability and support to the load post. [00164] In some embodiments, a load post comprising a steel tube and an optional hoop of about 10 degrees, about 20 degrees, about 30 degrees, about 40 degrees, or about 50 degrees that is welded to one end of the load post. The hoop in one non-limiting embodiment is about 60 millimeters, about 70 millimeters, about 80 millimeters, about 90 millimeters, about 100 millimeters, about 110 millimeters, about 120 millimeters, about 130 millimeters, about 140 millimeters, about 150 millimeters or about 160 millimeters in length and about 40 millimeters, about 50 millimeters, about 60 millimeters, about 70 millimeters, about 80 millimeters, about 90 millimeters, about 100 millimeters, about 110 millimeters, or about 120 millimeters wide and about 40 millimeters, about 50 millimeters, about 60 millimeters, about 70 millimeters, about 80 millimeters, about 90 millimeters, about 100 millimeters, about 110 millimeters, or about 120 millimeters in height. In certain embodiments, an alignment plate or attachment means is welded to the end of the load post. 51 [00165] In some embodiments, the load posts described herein are comprised of steel, for example, recycled steel, stainless steel, cast iron, graphite iron, glass reinforced fiber, extruded resin plastics, pulltruded plastic, molded plastic, or other suitable material(s), or a combination thereof. [00166] In some embodiments, a load post of length of about 1250 millimeters comprises an alignment plate. In one non-limiting embodiment of the alignment plate of a load post, whereby the plate is a hemispherical domed plate and contains about nine apertures that are configured for connection to an anchor post with use of additional hardware, e.g. bolts, washers, nuts, etc. In a further embodiment is an alignment element with nine apertures, whereby each aperture is located 40 degrees from the next in a circumferential manner around the alignment plate. [00167] In yet another non-limiting embodiment of the alignment element of a load post, whereby the element is a hemispherical domed plate and contains three curved slots that are configured for connection to an anchor post with use of additional hardware, e.g. bolts, washers, nuts, etc. In a further embodiment, an alignment element has three slots. [00168] An additional feature of certain embodiments of the subject matter described herein is a load post that is configured to connect with one or more lateral support. [00169] Also provided herein is a is an anchor post comprising: (a) a shaft; (b) at least one stabilizing element (including but not limited to one, two, three, four, five, six, seven, eight or more stabilizing elements) attached to the anchor post configured to resist movement of the anchor post; and (c) an alignment element that is configured to attach to a load post, wherein the load post is optionally connected to a lateral support. [00170] For example, in some embodiments, the one or more lateral support is a rail optionally comprising an angle bracket. In further or additional embodiments, provided herein is a lateral support that is configured to attach to a load post, whereby the lateral support is designed to provide flexibility. In further embodiments, the brackets connecting one or more lateral support to one or more load post is configured in a flexible manner to permit bending of the lateral support, load post, or combination thereof. In further embodiments, the one or more lateral support as described herein is configured for installation on an inclination in an upward or downward plane without causing undue stress on any structural component, for example an anchor post, a lateral support, or a load post. 52 [00171] In one embodiment, provided is an overview of the anchor post system as described herein. In some embodiments is an anchor post installed into the ground, one or more stabilizing element attached to the shaft of the anchor post, a load post, an alignment element attached to the anchor post, an alignment element attached to the load post, whereby the alignment elements connect to each other, and a lateral support. Additional System Components [00172] Another feature of certain embodiments of the subject matter described herein is a fully integrated system comprising an anchor post that further comprises a shaft and at least one stabilizing element whereby the system optionally comprises one or more additional component. [00173] In some embodiments, provided herein is a system comprising (a) an anchor post comprising a shaft and at least one stabilizing element attached to the anchor post configured to resist movement of the anchor post, and (b) a load post that is configured to connect to an anchor post. In some embodiments, the load post is configured to attach or connect to an anchor post without inserting a substantial portion of the load post into the anchor post. In further or additional embodiments, the load post is configured to attach or connect to the anchor post using one or more self-aligning plate. [00174] In further or additional embodiments, provided herein is a system comprising an anchor post, including aspects of anchor systems described in the multitude of embodiments herein, a load post, including aspects of the load post described in the multitude of embodiments herein, and optionally one or more additional component. In some embodiments, the one or more additional component is a lateral support device, including aspects described in the multitude of embodiments described herein. In further embodiments, the one or more component is a scanning device to detect for objects underground that may impede the driving of the anchor post into the ground (e.g. a CAT scanner), a device to bottom-drive anchor posts into the ground (e.g. an anti-vibrational hammer with optional hose), a drive-rod, an extraction winch, or a power pack, or similar devices. Methods of Installation [00175] Another feature of certain embodiments of the subject matter described herein is an efficient method of installation of one or more anchor posts described herein into the ground. For example, in some embodiments, the anchor posts described herein is installed into the ground by a method of driving into the ground an anchor post, wherein the anchor post 53 comprises a shaft, at least one stabilizing element attached to the anchor post configured to resist movement of the anchor post, and at least one alignment element that is configured to connect to at least one load post. In some embodiments, the alignment element of the anchor post is configured to connect to a load post without inserting a substantial portion of the load post into the anchor post. [00176] In some embodiments, the alignment plate is used to connect an anchor post to a load post at ground level. In other embodiments, the alignment plate is configured to connect an anchor post to a load post below ground level. In further or additional embodiments, the alignment plate is used to connect an anchor post above ground level. [00177] It has been determined that an anchor post that resists or prevents movement can be percussion driven, thereby allowing for quicker installation by a professional crew without the use of heavy duty machinery. It is estimated that the anchor post of the present non-limiting embodiment could be installed at a rate of at least 15 posts per hour, which is more time and cost effective and is a specific advantage over the prior art as described herein. [00178] In some embodiments, the anchor posts described herein are installed into the ground using a percussion driven device. In some embodiments, a hand-held device is used to install an anchor post into the ground. In further embodiments, the percussion-driven device or the hand held device is an electronic hammer, an anti-vibration hammer, a hydraulic hammer, a pneumatic hammer, a jack-hammer, a breaker, or a similar device. In further or additional embodiments, as described herein, an anchor post is bottom-driven into the ground when a drive rod is inserted into the shaft. In further embodiments, an anchor post is hand driven into the ground using a small power pack and hand held hammer. In alternative embodiments, an anchor post is machine driven into the ground using a small excavator fitted with a hammer head. In some embodiments the percussion driven device provides about 50 Joules of energy, about 60 Joules of energy, about 70 Joules of energy, about 80 Joules of energy, about 90 Joules of energy, about 100 Joules of energy, about 110 Joules of energy, about 120 Joules of energy, about 130 Joules of energy, about 140 Joules of energy, about 150 Joules of energy, about 160 Joules of energy, about 170 Joules of energy, about 180 Joules of energy, about 190 Joules of energy, about 200 Joules of energy, about 210 Joules of energy, about 220 Joules of energy, about 230 Joules of energy, or about 240 Joules of energy. 54 [00179] In a further or additional embodiment, an anchor post comprising a shaft and at least one stabilizing element attached to the anchor post, wherein the anchor post is configured for installation into a displaceable ground material at a drive-rate of at least about 5 millimeters of anchor post per second when about 1 kN of vertical load to about 40 kN of vertical load is applied to the head of the anchor post. In some embodiments, about 2 kN of vertical load to about 39 kN of vertical load is applied to the head of the anchor post. In another embodiment, about 3 kN of vertical load is applied to the head of the anchor post. In a further embodiment, about 15.2 kN of vertical load force is applied to the head of the anchor post. In yet another embodiment, about 31.2 kN of vertical load force is applied to the head of the anchor post. In certain embodiments, a maximum of about 38 kN of vertical load force is applied to the head of the anchor post. [00180] In some embodiments, an anchor post comprising a shaft and at least one stabilizing element attached to the anchor post, wherein the anchor post is configured for installation into a displaceable ground material at a drive-rate of at least about 5 millimeters of anchor post per second when about 1 kN to about 30 kN of horizontal load force is applied to the anchor post. In some embodiments, about 2 kN to about 29 kN of horizontal load force is applied to the anchor post. In certain embodiments, a maximum of about 28 kN of horizontal load force is applied to the anchor post. [00181] In some embodiments, an anchor post comprising a shaft and at least one stabilizing element attached to the anchor post, wherein the anchor post is configured for installation into a displaceable ground material at a drive-rate of at least about 5 millimeters of anchor post per second when about 1 kN to about 40 kN of pull-out load force is applied to the head of the anchor post. In some embodiments, about 2 kN to about 39 kN of pull-out load force is applied to the anchor post. In other embodiments, about 15.6 kN of pull-out load force is applied to the anchor post. In certain embodiments, a maximum of about 39 kN of pull-out load force is applied to the anchor post. [00182] While embodiments of the presently disclosed subject matter have been shown and described herein, it will be obvious to those skilled in the art that such embodiments are provided by way of example only. Numerous variations, changes, and substitutions will now occur to those skilled in the art without departing from the invention. It should be understood that various alternatives to the embodiments described herein may be employed in practicing the invention. 55 It is intended that the following claims define the scope of the invention and that methods and structures within the scope of these claims and their equivalents be covered thereby. Examples Example 1: Drive Time Rates for 1200 mm Anchor Posts [00183] In a field test it was found that the time taken to insert a 1200 millimeter anchor post 1200 millimeters into a controlled displaceable ground material offered a significant improvement over existing anchor posts. The controlled displaceable ground material was prepared by making a uniform mixture of wet clay, broken bricks and concrete rubble reasonably well compacted. In controlled tests, a 3.0 kN load was applied at 1.2 meters above ground level. The drive time to a working depth for an anchor post length of 1200 millimeters was found to be about 60 seconds. After the anchor post was installed into the ground, a 3.0 kN load force was applied and sustained for five minutes, whereby the installed anchor post provided support to the load force. Example 2: Drive Time Rates for 1500 mm Anchor Posts [00184] In a field test it was found that the time taken to insert a 1500 millimeter anchor post 1500 millimeters into a controlled displaceable ground material offered a significant improvement over existing anchor posts. The controlled displaceable ground material was prepared by making a uniform mixture composed of wet clay, broken bricks and concrete rubble reasonably well compacted. In controlled tests, a 3.0 kN load was applied at 1.2 meters above ground level. The drive time to a working depth for an anchor post length of 1500 millimeters was found to be about 180 seconds. After the anchor post was installed into the ground, a 3.0 kN load force was applied and sustained for five minutes, whereby the installed anchor post provided support to the load force. Example 3: The Alignment Element of the Anchor Post [00185] In a field test, it was determined that in various ground conditions, an adjustable alignment element is advantageous. A 160 joule force hydraulic jack-hammer was used to install a 1200 millimeter anchor post into displaceable ground material comprising chalk with flints the size of about 40 millimeters in diameter dispersed throughout the ground material. The flints did cause deflection during the installation of the anchor post, resulting in the anchor post installed into the ground forming less than a 90 degree angle whereby the angle is the angle formed between the anchor post and the surface of the ground. The convex alignment plate of the 56 anchor post was connected to the concave anchor plate of the load post. The concave/convex connection between the anchor post and the load post was utilized to ensure the load post was erected in a vertical manner, whereby the angle formed between the anchor post and the load post after connection and fastening was about 175 degrees. Example 4: The Alignment Element of the Anchor Post [00186] In a field test, it was determined that when installing the anchor posts described herein in various ground conditions, for example installation into an embankment or slope, an adjustable alignment element is advantageous. A 160 joule force hydraulic jack-hammer was used to install a 1200 millimeter anchor post into an embankment. The convex alignment plate of the anchor post was connected to the concave anchor plate of the load post. The concave/convex connection between the anchor post and the load post was utilized to ensure the load post was erected in a vertical manner, whereby the angle formed between the anchor post and the load post after connection and fastening was about 170 degrees. Example 5: Installation of the Anchor Post [00187] In various field tests, the anchor posts, as described herein, were installed into the ground. In some situations, a circular shallow pit was formed in the ground where the anchor post was inserted. In other situations, a shallow pit was not formed. Optionally, a CAT scanner was utilized to survey the ground material to determine whether any objects were located within the ground material that may hinder the bottom-driving of the anchor post into the ground. A drive rod was then inserted into the shaft of an anchor post. A percussion-driven hand-held device was then used to bottom-drive the drive rod, which was inserted into the anchor post, into the ground. The anchor post was then driven into the ground until the alignment plate of the anchor post was at ground level. The percussion-driver was then removed, and the drive rod was subsequently removed from the anchor post. A load post was then attached to the alignment plate of the anchor post. The load post was then fastened to the anchor post using bolts, washers and nuts. In situations where a shallow pit was formed prior to installation, the shallow pit was back-filled with the same material that was removed prior to installation. Optionally, during the installation process, a right angle is used to ensure the anchor post and/or load post is positioned in a proper manner. Example 6: Anchor Post Pullout Tests 57 [00188] In various field tests, the anchor posts, as described herein, were installed into the ground. Anchor post loadings were tested under various soil conditions. For example, stiff clays with signs of gravel at the top level recorded with water at depth. All loading capacities depicted in tables 1-4 were non-limiting soil capacities and are exemplified for guidance only and are non-limiting embodiments. The non-limiting embodiments are representative of the anchor post component's ability to sustain the applied loadings. Loading capacities will vary depending upon the local soil conditions and it is considered necessary to carry out such tests at each site location to determine the appropriate loading capacity for the anchor post systems described herein. 58 Table 1 1200mm x 60.3mm Anchor Post Chalk and flints recorded in excess of: 20kN Clays with brick rubble fill recorded: 15kN Wettish clays with soils and silts recorded: 12kN Stiff clays with signs of gravels at top level recorded: 15kN Soft to medium soft soils with a clay matrix recorded: 8kN Table 2 1000mm x 48.3mm Anchor Post Clays with gravelly rubble near surface recorded: 8kN Hard core to sandy clays recorded: 1OkN Type 1 fill overlying coal ash deposits recorded: 5kN Type 1 compacted fill overlying sands recorded: 1OkN Table 3 Maintenance Anchor Post 1000mm x 48.3/60.3mm Soft wet soils over clay (1't trial AP tip broke at Im): 1OkN Hard core over dense sands recorded: 9kN Medium soft soils with clay matrix, wet: 8kN Dense sands well compacted and wet: 9kN Compacted gravels over soils at depth: 11kN Table 4 1500mm x 60.3mm Anchor Post Stiff clays with signs of gravels at top level recorded: 39kN 59

Claims (94)

1. An anchor post comprising: (a) a shaft having a head and a tail end wherein the head or the tail end comprises steel; (b) at least one stabilizing element of a geometric prism shape is attached to the anchor post configured to resist movement of the anchor post; and (c) at least one convex or concave alignment element that is attached to the head end of the shaft and that is configured to connect to a load post, provided that the load post also comprises a concave or convex alignment element that is configured to adjustably connect to the convex or concave alignment element of the anchor post.

2. The anchor post of claim 1 that is connected to the load post comprising steel.

3. The anchor post of claim 1 comprising at least one stabilizing element attached to the anchor post, wherein the geometric prism shape is selected from the group a triangular prism, a rectangular prism, a trapezoidal prism, a concave polygonal prism or other three dimensional geometric shape with sufficient surface area.

4. The anchor post of claim 1 comprising at least three stabilizing elements to the anchor post.

5. The anchor post of claim 1 comprising at least four stabilizing elements to the anchor post.

6. The anchor post of claim 1 comprising at least six stabilizing elements to the anchor post.

7. The anchor post of claim 1 comprising at least eight stabilizing elements to the anchor post.

8. The anchor post of claim 3 wherein at least one stabilizing element attached to the anchor post is the triangular prism with sufficient surface area. 60

9. The anchor post of claim 3 wherein at least one stabilizing element attached to the anchor post is the pentagonal prism with sufficient surface area.

10. The anchor post of claim 3 wherein at least one stabilizing element attached to the anchor post is the trapezoidal prism with sufficient surface area.

11. The anchor post of claim 3 wherein at least one stabilizing element attached to the anchor post is the concave polygonal prism with sufficient surface area.

12. The anchor post of claim 4 provided that each of the at least three stabilizing elements is attached to the shaft between about 1 millimeter and about 500 millimeters measured from the head of the anchor post or is attached to the shaft between about 1 millimeter and about 500 millimeters measured from the tail of the anchor post.

13. The anchor post of claim 5 provided that each of the at least four stabilizing elements is attached to the shaft between about 1 millimeter and about 500 millimeters measured from the head of the anchor post or is attached to the shaft between about 1 millimeter and about 500 millimeters measured from the tail of the anchor post.

14. An anchor post comprising: (a) a shaft having a head and a tail end wherein the head or the tail end comprises steel; (b) at least one stabilizing element of a triangular prism shape is attached to the anchor post configured to resist movement of the anchor post, wherein the stabilizing element is attached to the anchor post with the most acute angled end at or near the head of the anchor post and the longest side of the stabilizing element along the length of the anchor post; and (c) at least one convex or concave alignment element that is attached to the head end of the shaft and that is configured to connect to a load post, provided that the load post also comprises a concave or convex alignment element that is configured to adjustably connect to the convex or concave alignment element of the anchor post.

15. An anchor post comprising: 61 (a) a shaft having a head and a tail end wherein the head or the tail end comprises steel; (b) at least one stabilizing element of a trapezoidal prism shape is attached to the anchor post configured to resist movement of the anchor post, wherein the stabilizing element is attached to the anchor post with the broadest cross-section near the head of the anchor post and narrowest cross-section closest to the tail of the anchor post; and (c) at least one convex or concave alignment element that is attached to the head end of the shaft and that is configured to connect to a load post, provided that the load post also comprises a concave or convex alignment element that is configured to adjustably connect to the convex or concave alignment element of the anchor post.

16. An anchor post comprising: (a) a shaft having a head and a tail end wherein the head or the tail end comprises steel; (b) at least one stabilizing element of a trapezoidal prism shape is attached to the anchor post configured to resist movement of the anchor post, wherein the stabilizing element is attached to the anchor post with the broadest cross-section nearest the tail of the anchor post and narrowest cross-section closest to the head of the anchor post; and (c) at least one convex or concave alignment element that is attached to the head end of the shaft and that is configured to connect to a load post, provided that the load post also comprises a concave or convex alignment element that is configured to adjustably connect to the convex or concave alignment element of the anchor post.

17. An anchor post comprising: (a) a shaft having a head and a tail end wherein the head or the tail end comprises steel; (b) at least one stabilizing element of a concave polygonal prism shape is attached to the anchor post configured to resist movement of the anchor post, wherein the stabilizing element is attached to the anchor post with the broadest cross-section near the tail of the anchor post and narrowest cross-section closest to the head of the anchor post; and (c) at least one convex or concave alignment element that is attached to the head end of the shaft and that is configured to connect to a load post, provided that the load post also comprises a concave or convex alignment element that is configured to adjustably connect to the convex or concave alignment element of the anchor post. 62

18. An anchor post comprising: (a) a shaft having a head and a tail end wherein the head or the tail end comprises steel; (b) at least one stabilizing element of a triangular prism shape is attached to the anchor post configured to resist movement of the anchor post, wherein the stabilizing element is attached to the anchor post with the most acute angled end at or nearest the head of the anchor post and the longest side of the stabilizing element along the length of the anchor post; (c) at least one stabilizing element of a trapezoidal prism shape is attached to the anchor post configured to resist movement of the anchor post, wherein the stabilizing element is attached to the anchor post with the broadest cross-section is nearest the tail of the anchor post and narrowest cross-section is closest to the head of the anchor post; and (d) at least one convex or concave alignment element that is attached to the head end of the shaft and that is configured to connect to a load post, provided that the load post also comprises a concave or convex alignment element that is configured to adjustably connect to the convex or concave alignment element of the anchor post.

19. The anchor post of claim 15 or claim 16, wherein the anchor post is a multi piece maintenance anchor post.

20. The anchor post of claim 18, wherein the anchor post is a slope anchor post.

21. The anchor post of claim 3 wherein the at least one stabilizing element is formed into an about 1 millimeter to about 20 millimeter thick plate comprised of cast steel.

22. The anchor post of claim 3 wherein the at least one stabilizing element is formed into an about 2 millimeter to about 15 millimeter thick plate comprised of cast steel.

23. The anchor post of claim 3 wherein the at least one stabilizing element is formed into an about 3 millimeter to about 10 millimeter thick plate comprised of cast steel.

24. The anchor post of claim 3 wherein the at least one stabilizing element further comprises a fin plate and a toe plate. 63

25. The anchor post of claim 3 wherein the at least one stabilizing element is a fin plate.

26. The anchor post of claim 3 wherein the at least one stabilizing element is a toe plate.

27. The anchor post of claim 25 wherein the fin plate is 8 millimeters thick.

28. The anchor post of claim 26 wherein the toe plate is 8 millimeters thick.

29. The anchor post of claim 26 wherein the toe plate is 4 millimeters thick.

30. The anchor post of claim 26 wherein the toe plate comprised of cast steel.

31. The anchor post of claim 24 wherein the fin plate is longer in length than the toe plate.

32. The anchor post of claim 24 wherein the fin plate is shorter in length than the toe plate.

33. The anchor post of claim 24 wherein the fin plate is equal in length to the toe plate.

34. The anchor post of claim 1, wherein the stabilizing element has a height about 100 millimeters to about 800 millimeters.

35. The anchor post of claim 1, wherein the stabilizing element has a height about 120 millimeters to about 700 millimeters.

36. The anchor post of claim 1, wherein the stabilizing element has a height about 200 millimeters to about 700 millimeters.

37. The anchor post of claim 1, wherein the stabilizing element has a height about 200 millimeters.

38. The anchor post of claim 1, wherein the stabilizing element has a height about 495 millimeters.

39. The anchor post of claim 1, wherein the stabilizing element has a height about 510 millimeters.

40. The anchor post of claim 1, wherein the stabilizing element has a height about 650 millimeters. 64

41. The anchor post of claim 1, wherein the stabilizing element has a side length about 10 millimeters to about 100 millimeters.

42. The anchor post of claim 1, wherein the stabilizing element has a side length about 20 millimeters to about 80 millimeters.

43. The anchor post of claim 1 provided that the alignment element of the anchor post further comprises a central aperture.

44. The anchor post of claim 1 provided that the head or tail end comprises cast steel.

45. The anchor post of claim 1 provided that the head or tail end comprises forged or stainless steel.

46. The anchor post of claim 1 provided that the head end comprises cast steel.

47. The anchor post of claim 1 provided that the head and tail end comprise cast steel.

48. The anchor post of claim 1 provided that the tail end comprises a cross configuration.

49. An anchor post comprising: (a) a shaft having a head and a tail end wherein the head or the tail end comprises steel; (b) at least one stabilizing element attached to the anchor post configured to resist movement of the anchor post; and (c) at least one convex or concave alignment element that is attached to the first (head) end of the shaft and that is configured to connect to a load post, provided that the load post also comprises a concave or convex alignment element that is configured to adjustably connect to the convex or concave alignment element of the anchor post; and (d) a cast steel tip, wherein the cast steel tip is optionally fabricated with the anchor post or independently manufactured separate of the anchor post.

50. The anchor post of claim 50 wherein the cast steel tip is independent of the anchor post.

51. The anchor post of claim 50 wherein the cast steel tip comprises at least one stabilizing element. 65

52. The anchor post of claim 50 wherein the cast steel tip comprises at least three stabilizing element.

53. The anchor post of claim 50 wherein the cast steel tip comprises at least four stabilizing element.

54. The anchor post of claim 50 provided that the cast steel tip further comprises a cross configuration.

55. The anchor post of claim 50 wherein the cast steel tip is attached to the tail end.

56. The anchor post of claim 56 provided that the tail end comprises a cross configuration.

57. The anchor post of claim 1 provided that the alignment element of the anchor post is convex.

58. The anchor post of claim 1 provided that the alignment element of the anchor post is concave.

59. The anchor post of claim 1 provided that the alignment element of the anchor post is an adjustable joint.

60. The anchor post of claim 1 provided that the alignment element has a diameter at least about 190 millimeters.

61. The anchor post of claim 1 provided that the alignment element has a diameter at least about 250 millimeters.

62. The anchor post of claim 1 provided that the alignment element has a diameter at least about 260 millimeters.

63. The anchor post of claim 1 provided that the adjustable joint is a hemispheric ball joint.

64. The anchor posted of claim 1 provided that the shaft is configured to receive a drive rod. 66

65. The anchor post of claim 1 that is configured for installation into the ground with a hand held bottom-driver device.

66. The anchor post of claim 1 provided that the shaft is at least about 50 millimeters in diameter.

67. An anchor post-load post foundation system comprising: (a) an anchor post that comprises: a hollow shaft having a head and a tail end, provided that the head end comprises steel; at least one stabilizing element attached to the anchor post; at least one convex or concave alignment element attached to the head end of the shaft; and (b) a load post having a concave or convex alignment element that is adjustably attachable to the anchor post.

68. The system of claim 68 provided that at least one alignment element further comprises a central aperture.

69. The system of claim 68 provided that the anchor post is configured for installation into the ground at a drive-rate of at least about 20 millimeters of anchor post per second.

70. The system of claim 68 provided that the anchor post is configured for installation into the ground at a drive-rate of at least about 25 millimeters of anchor post per second.

71. The system of claim 70 provided that the ground material comprises chalk, gravel, limestone, sand, silt, clay, marl, ballast, soil, fractured sandstone, peat, ash, alluvium, glacial till, miscellaneous fill, or other suitable displaceable ground material, or a combination thereof.

72. A method of installing an anchor post into the ground comprising the steps of: 1.) providing an anchor post having: (a) a hollow shaft, the shaft having a head and a tail end provided that the head or tail end comprises cast steel; (b) at least one stabilizing element attached to the anchor post configured to resist movement of the anchor post; and (c) at least one convex or concave alignment element attached to the head end of the shaft that is configured to connect to a load post, the 67 load post comprises a concave or convex alignment element that is configured to connect to the anchor post; 2.) providing a drive element through a central aperture in the alignment element of the anchor post; and 3.) driving the anchor post into the ground.

73. The method of claim 73 provided that the alignment element of the anchor post further comprises the central aperture.

74. The method of claim 73 provided that a hand-held device is used to drive the anchor post into the ground.

75. An anchor post comprising a shaft and at least one stabilizing element attached to the anchor post, wherein the anchor post is configured for installation into a displaceable ground material at a drive-rate of at least about 5 millimeters of anchor post per second when about 3 kN of force is applied to the head of the anchor post.

76. The anchor post of claim 76, wherein the anchor post is configured for installation into the ground at a drive-rate of at least about 20 millimeters of anchor post per second.

77. The anchor post of claim 76, wherein the anchor post is configured for installation into the ground at a drive-rate of at least about 25 millimeters of anchor post per second.

78. The anchor post of claim 76, wherein the displaceable ground material is chalk, gravel, limestone, sands, silts, clays, marl, ballast, soils, fractured sandstone, peat, ash, alluvium, glacial till, miscellaneous fill, or other suitable displaceable ground material, or a combination thereof.

79. A method of installing an anchor post into the ground comprising driving into the ground an anchor post, wherein the anchor post comprises a shaft, at least one stabilizing element 68 attached to the anchor post configured to resist movement of the anchor post, and at least one alignment element that is configured to connect to at least one load post.

80. The method of claim 80, wherein a hand-held device is used to drive the anchor post into the ground.

81. An anchor post comprising a shaft and at least one stabilizing element attached to the anchor post, wherein the anchor post is configured for installation into a displaceable ground material at a drive-rate of at least about 5 millimeters of anchor post per second when about 1 kN of vertical load to about 40 kN of vertical load is applied to the head of the anchor post.

82. The anchor post of claim 82, wherein about 2 kN of vertical load to about 39 kN of vertical load is applied to the head of the anchor post.

83. The anchor post of claim 82 wherein about 3 kN of vertical load is applied to the head of the anchor post.

84. The anchor post of claim 82 wherein about 15.2 kN of vertical load force is applied to the head of the anchor post.

85. The anchor post of claim 82 wherein about 31.2 kN of vertical load force is applied to the head of the anchor post.

86. The anchor post of claim 82 wherein about 38 kN of vertical load force is applied to the head of the anchor post.

87. An anchor post comprising a shaft and at least one stabilizing element attached to the anchor post, wherein the anchor post is configured for installation into a displaceable ground material at a drive-rate of at least about 5 millimeters of anchor post per second when about 1 kN to about 30 kN of horizontal load force is applied to the anchor post. 69

88. The anchor post of claim 88 when about 2 kN to about 29 kN of horizontal load force is applied to the anchor post.

89. The anchor post of claim 88 when about 28 kN of horizontal load force is applied to the anchor post.

90. An anchor post comprising a shaft and at least one stabilizing element attached to the anchor post, wherein the anchor post is configured for installation into a displaceable ground material at a drive-rate of at least about 5 millimeters of anchor post per second when about 1 kN to about 40 kN of pull-out load force is applied to the head of the anchor post.

91. The anchor post of claim 91 when about 2 kN to about 39 kN of pull-out load force is applied to the anchor post.

92. The anchor post of claim 91 when about 15.6 kN of pull-out load force is applied to the anchor post.

93. The anchor post of claim 91 when about 39 kN of pull-out load force is applied to the anchor post.

94. An anchor post comprising: (a) a shaft having a head and a tail end wherein the head or the tail end comprises steel; (b) at least one stabilizing element of a triangular prism shape is attached to the anchor post configured to resist movement of the anchor post, wherein the stabilizing element is attached to the anchor post with the most acute angled end at or near the head of the anchor post and the longest side of the stabilizing element along the length of the anchor post; (c) at least one stabilizing element of a concave polygonal prism shape is attached to the anchor post configured to resist movement of the anchor post, wherein the stabilizing element is attached to the anchor post with the broadest cross-section near 70 the tail of the anchor post and narrowest cross-section closest to the head of the anchor post; (d) at least one convex or concave alignment element that is attached to the first (head) end of the shaft and that is configured to connect to a load post, provided that the load post also comprises a concave or convex alignment element that is configured to adjustably connect to the convex or concave alignment element of the anchor post; and (e) a cast steel tip, wherein the cast steel tip is optionally fabricated with the anchor post or independently manufactured separate of the anchor post. 71