US3894588A

US3894588A - Soil testing apparatus

Info

Publication number: US3894588A
Application number: US463693*[A
Authority: US
Inventors: Murray I Brill
Original assignee: Individual
Current assignee: Individual
Priority date: 1972-07-17
Filing date: 1974-06-07
Publication date: 1975-07-15
Anticipated expiration: 1992-07-15

Abstract

The apparatus of this invention relates to the measuring of the in-place static friction of soils. It consists of driving a flat or planar test plate into the soil; extracting the test plate and recording the maximum force required to effect extraction. The test plate is removably connected to a driving rod, which embeds it down in the soil. The driving rod is removed, and the test plate is then extracted by a cable secured thereto. The maximum extraction force is a measure of the in-place static friction of the soil. The test plate is temporarily connected to the driving rod by a line which breaks readily upon separation of the driving rod from the test plate.

Description

Brill July 15, 1975 SOIL TESTING APPARATUS 2,709,363 5/1955 Lea 73/84 [76] Inventor: Murray I. Brill, 383 Ocean Ave.,

Prlmar ExammerFrank L. Abbott M P k, NY. 11762 Y assapequa ar Assistant ExaminerR1chard E. Favreau [22] Filed: Ju 1974 Attorney, Agent, or Firm-Jessup & Beecher [21] App]. No.: 463,693 [57] ABSTRACT Related US. A lication Data [62] f S N 21 J I 17 1972 P t N The apparatus of this invention relates to the measur- 3 $32 u y a ing of the in-place static friction of soils. It consists of driving a flat or planar test plate into the soil; extract- [52] U S Cl 175/19 73/85. l75/5O ing the test plate and recording the maximum force [51] E21B 11/02 required to effect extraction. The test plate is remov- [58] Fieid 257 258 ably connected to 'a' driving rod, which embeds it EJZ down in the soil. The driving rod is removed, and the test plate is then extracted by a cable secured thereto.

The maximum extraction force is a measure of the in- [56] g gjgg gzf place static friction 'of the soil The test plate is temporar1ly connected to the drlvmg rod by a lme wh1ch breaks readily upon eparation of the driving rod from 1,424,662 8/1922 McCullough /259 the test plam 1,909,352 5/1933 Hausler et al 1 1 175/22 7 1,979,599 11/1934 Ba1d et a1 175/23 4 Claims, 9 Drawing Figures SOIL TESTING APPARATUS This is a division of application Ser. No. 272,592, filed July 17, 1972, and which has now issued as US. Pat. No. 3,820,384, June 28, 1974.

BACKGROUND OF THE INVENTION This invention relates generally to the field of determining friction pile capacities and more particularly to the determination of friction pile capacities by static analysis of the soil into which the pile is to be driven.

In the building of any structures upon the soil it is normal for foundation studies to be performed upon the soil. The reason for these foundation studies is to predict the load carrying capacity of a friction pile that is to be installed within the soil strata. The normal procedure is to advance a hole, either cased or uncased, in the soil strata. It is common to make certain tests of the soil as the hole is advanced through the soil. his the objective of these tests to obtain knowledge of the soil conditions at various depths of the hole. In order to extract soil samples from the hole a standard drill rod is normally employed of a diameter of one and three eighths inches or larger. This drill rod is made up of a series of segments which are to be formed into a string and progressively lowered to greater and greater depths. Various types of soil sampling devices are attached to the lower end of the standard drill rod to take the soil sample at the bottom of the hole.

One way to avoid the driving of test piles is to employ some means to determine the capacity of the soil by measuring the frictional resistance of the soil. There have been known for a substantial period of time apparatuses which measure the frictional resistance of soil. One form of such previously known apparatuses relates to the driving of a rod into the soil, then extracting the rod and then measuring the force required to effect such extraction. However, rods exhibit a rather small area in contact with the soil and also the displacement volume and effect is great in proportion to the surface area. Therefore, a series of tests are performed in a given area with a rod type of measuring indicator with the test results averaged. It has been found that the results of such tests will vary widely, and there is no guarantee that even an average figure represents a true value of the frictional resistance of the soil.

Previously known forms of apparatus to measure the frictional resistance of the soil have not been designed to measure directly the static frictional resistance between the soil layer and a non-displacement smooth steel surface. The apparatusesof the prior art have been more concerned with measuring the internal friction or the shear strength of the soil instead of correctly measuring the in-place static friction. Surface friction is a main factor in predicting pile load capacity.

SUMMARY OF THE INVENTION The apparatus of this invention involves the embedding of a substantially flat or planar test plate about 16 inches below the bottom of a drill hole, by a driving rod which forces it down. Force from the driving'rod is transmitted to the test plate by an adaptor shaft threaded onto the rod which presses the test plate down. Extraction of the test plate is accomplished by means of a hydraulic jack which is connected to a cable secured to the plate. During the inserting of the test plate down the drill'hole, it is temporarily held to the adapter shaft by a rubber band, string, thin wire, or the like. After the'test plate has been embedded into the soil, the driving rod is removed, fracturing the securing band. The test plate is then removed by pulling up the extraction cable. The maximum removal force is measured and recorded by an appropriate measuring apparatus; it represents the in-place static friction between the soil and a non-displacement smooth steel surface.

BRIEF DESCRIPTION OF THE DRAWING FIG. 1 is a diagrammatic'view'of the apparatus of this invention showing the driving rodwhich embeds the test plate within the soil;

FIG. 2 is a side view of the apparatus of this invention taken along line 22 of FIG. 1;

FIG. 3 is a diagrammatic view showing a means to effect extraction of the test plate and the structure to measure the force required to effect such extraction;

FIG. 4 is an enlarged view of the test plate showing in more detail the connection between the test plate and the driving rod;

FIG. 5 is a cross-sectional view taken along line 55 'of FIG. 4;

FIG. 6 is an edge view of the test plate during removal, taken along the same line as FIG. 2;

FIG. 7 is an enlarged view of one form of hydraulic jack which may be used to effect extraction of the test plate;

FIG. 8 is a side view of the hydraulic jack taken along line 88 of FIG. 7; and

FIG. 9 is a cross-sectional view of the hydraulic jack taken along line 99 of FIG. 8.

DETAILED DESCRIPTION OF THE SHOWN EMBODIMENT The apparatus of this invention is found to be particularly adapted to the testing of the soil located at the bottom of a deep drill hole 10. A casing 12 may be included within the hole but is not requisite to this invention.

The apparatus of this invention employs a substantially flat or planar test plate 14 having an integral upstanding connecting end 16. Around the periphery of the plate 14 is a sharpened edge 18. The edge 18 facilitates the embedding of the test plate 14 within the soil and enhances the non-displacement character of the test. The plate 14 is of steel about one-fourth of an inch in thickness. Approximately 50 square inches has been found to be a good effective surface area.

The connecting end 16 is ensmalled to an upstanding stud 20, which mates in a sliding fit with a socket 22 formed in a short adaptor shaft or member 24. In use, shaft 24 is a part of the driving rod assembly which also includes the conventional driving rod 26, which forms no specific part of this invention. The driving rod 26 is threaded at 28 onto the connecting member 24.

In order to extract the plate 24 after it is embedded, a cable 30 is attached to the plate 14 by being passed through aperture 32 located through the connecting end 16. The end'of the cable 30, after being passed through the aperture 32, is looped back onto itself and secured by a clamp 34. The cable 30 is fed from a source such as a reel 36 which is located at the top of the hole 10.

In lowering the test plate 14 to the bottom of the hole 10, some means is desirable to secure the plate 14 to the driving rod assembly, because the stud 20 is free to slide from the socket 22. Thus a band 38 is wrapped around the shaft 24 and the cable 30, sufficiently tight to prevent the test plate 14 from dropping off the shaft 24 during the lowering operation. The band 38 can take any of numerous forms such as a rubber band, a string, a thin wire, a band of material, fabric, thin cable, or any other similar devices. After the test plate 14 is embedded within the soil, the line 38 readily fails or slips off to permit free release of the driving rod assembly from the test plate 14.

The embedding procedure is accomplished in a conventional manner, by simply pushing or driving by any means the test plate 14 into the soil by means of the rod 26 and shaft 24. The test plate 14 is preferably embedded into the soil about 16 inches. Up to this particular moment, the cable 30 remains loose, being merely paid out from the reel 36.

After the plate 14 is embedded, the driving rod 26 and its connected shaft member 24 are lifted and removed from the hole. It slips off the connecting end 16 with very little resistance, as the line 38 fails or slips off. As a result the plate 14 is left embedded within the soil in an undisturbed manner with the attached cable 30 hanging loosely from the reel 36.

The test is then performed by measuring the maximum force developed in the cable 30 during the extraction of the plate 14 from the soil. This extracting force is preferably supplied by a simple pull type hydraulic system assembly, the maximum hydraulic pressure developed within the assembly during the extracting operation being in turn a measure of a maximum force required. The maximum pressure is determined in conventional fashion by a maximum reading needle on a hydraulic gauge which measures the pressure in the hydraulic apparatus.

In case a pull type or tension jack is not available the more widely used push or compression type jack may be readily adapted to this function by the technique illustrated in FIGS. 3, 7, 8 and 9.

This hydraulic ram assembly 40 includes a tripod 42 mounted over the hole 10, a hydraulic jack 44, a source of hydraulic fluid (not shown) and a pumping apparatus 46. A pressure gauge 48 is connected to the pumping apparatus and is adapted to register the pressure required to effect withdrawal of the test plate 14. The pressure gauge reading may be empirically converted to a force reading and divided by the surface area of the plate to obtain the unit value of frictional resistance. However, time will be saved and errors avoided if the face of the dial on the pressure gauge 48 reads directly in tons per square foot.

The pumping apparatus 46 is shown as a conventional hand operated pump. However, any other conventional type of pumping apparatus may be employed. The hydraulic fluid from the pumping apparatus 46 is conducted through conduit 50 to the jack 44. As noted, the jack 44 may comprise either a pull type or the more common push type (which exerts a compression force) as shown specifically in the drawings, FIGS. 3, 7, 8 and 9. This push type has here been converted to apply a pulling force on the cable 30.

Although, as noted, a hydraulic jack of the pull type is preferred, the push type is more readily available, and is here depicted. lt is to be understood that the structure depicted in the FIGS. 3, 7, 8 and 9 is to be considered an alternate to the preferred pull type.

It is believed to not be necessary to go into explicit detail of the construction of the compression jack 44 (push type) as such jacks are extremely common. The cylinder 76 of the jack 44 is screwed in to a sleeve 52, which includes a pair of diametrically located

longitudinal slots

54 and 56.

Plunger 60, which is connected to the piston (not shown) of the jack 44, is screwed into a short connecting sleeve 62 which operates within the chamber 58 forming the interior of sleeve 52. The connecting sleeve 62 has a pair of aligned openings therein which receive a diametric pin 64. The length of the

slots

54 and 56 matches the full length of travel of plunger 60.

The pin 64 spans a ring 66, which encircles the sleeve 52.- Ring 66 has a pair of trunnions 68 located diametrically opposite each other and transverse of the pin 64. The trunnions 66 are pivotally mounted, through posts 70, to a base ring 72. The base ring 74 is pivotally connected to the upper ends of the legs of the tripod 42.

Thus, a universal connection is established between plunger and the tripod 42, which permits the jack 44 to self align itself with cable 30 as force is applied to extract the test plate 14.

A hook 74 is fixedly secured to the free lower end of the sleeve 52, and receives a loop formed at the upper end of the cable 30.

When a pull type of hydraulic jack is employed, it is simply suspended by universal joint from the head of the tripod 52, and the operating pull member is connected to the cable 30.

As the hydraulic fluid is pumped by the pumping apparatus 46 through conduit 50 into the jack 44, the plunger 60 moves downward with respect to the cylinder 76.

However, since the plunger 60 is supported by the fixed tripod 42, the net result is that the cylinder 76 and sleeve 52 move upward, tensioning the cable 30 and extracting the plate 14. The force developed is indicated on the pressure gauge 58. A maximum reading needle on' gauge 58 records the maximum pressure and hence the maximum extraction force. The apparatus of the invention thus obtains the in-place static friction between a smooth steel plate and each soil layer. The plate 14 is designed to be installed in each soil layer and tested in a similar manner to that commonly done through soil sampling in other known penetration tests. One distinction in the operation of the apparatus of this invention is that the drill rod 26 is removed prior to extraction of the test plate 14. displacement effect The apparatus of this invention provides for the obtaining of most accurate results to predict the load carrying capacity of a friction pile to be installed within the soil strata. The apparatus of this invention eliminates virtually all variables and sources of error by measuring directly only the static frictional resistance of each soil layer acting on the surface of a steel plate when the plate is subject to the static load. The apparatus of this invention may be easily and accurately operated even at the great depth to which soil borings may be carried out. The plate 14 of this invention, being relatively thin with sharp edges, measures practically pure friction on its flat surfaces with the displacement efffect and disturbance to the natural soil density being so small as to be negligible. The results are therefore directly applicable to any non-displacement pile of any size or shape having a smooth surface in contact with the soil. Therefore, all variables inherent in the pile type (size, shape, method of installation and material composition) are eliminated, and only the actual soil conditions at a given depth andllocation are measured.

There are pile type coefficients or correction factors available to convert the values' obtained by this invention to other types of piles, materials, effects when displacement driven, and other-variables. Given the soil static friction values which are obtained by the method and apparatus of this invention and the available pile type correction factor or factors, the static load carrying capacity of any pile installed in the investigated soil strata may be calculated with a high probability of certainty. This invention decreases the full scale load testing or piles, by reducing the number of tests necessary or completely eliminating the need for them in certain instances. Therefore, more accurate and reliable prediction of pile load capacity or required pile length to develop a given pile load is accomplished.

A further advantage of the apparatus of the present invention is that because of its simplicity, accurate readings can be rapidly obtained. After the plate 14 is embedded into the soil and the drill rod 26 has been removed, the placement for the hydraulic jack on the tripod 42 over the hole, the looping of the cable 30 and the manual pumping of the pumping apparatus 46 are all done easily and quickly with no disturbance to other equipment located around the hole. The maximum load resistance will be automatically determined by a maximum reading indicatorpointer on the face of pressure gauge 48. The measured load will be a pure static force with no eccentricity or other secondary sources of ei'ror regardless of depth.

The load capacity of the apparatus of this invention need not be more than about one-quarter ton, since the highest value of unit friction encountered in various soils is not likely to exceed 7 /2 tons per square meter.

What is claimed is:

1. Apparatus for measuring the frictional resistance of soil comprising: a substantially planar test plate; a driving rod for introducing a compressive force to said test plate to embed said test plate into the soil to be tested; an extraction means connected to said test plate for subsequently removing the test plate from the soil; indicator means coupled to said extraction means for displaying the pressure exerted by said extraction means in the removal of the test plate from the soil; connecting means positioned at the upper end of said testplate to hold said test plate in a vertical position on the {lower end of said driving rod, said connecting means providing for the transmission of the compressive embedding force from said driving rod to said test plate while also permitting separation of said driving rod from said test plate in the presence of a tensile separating force; and securing means intercoupling said driving rod and said test plate to prevent disassociation of said test plate from said driving rod in the absence of said tensile separating force, said securing means permitting the removal of said driving rod from said test plate by said tensile separating force after the embedding of said test plate into the soil.

2.T he apparatus defined in claim 1, in which said connecting means includes a cylindrical stud, and in which said driving rod has a socket formed in one end thereof for receiving said stud.

3. Apparatus as defined in claim 1, and which includes a cable interconnecting said extraction means to said test plate.

4.- The apparatus defined in claim 3, in which said securing means comprises a line wrapped around both said cable and said driving rod frictionally to bind together said cable and said driving rod.

Claims

1. Apparatus for measuring the frictional resistance of soil comprising: a substantially planar test plate; a driving rod for introducing a compressive force to said test plate to embed said test plate into the soil to be tested; an extraction means connected to said test plate for subsequently removing the test plate from the soil; indicator means coupled to said extraction means for displaying the pressure exerted by said extraction means in the removal of the test plate from the soil; connecting means positioned at the upper end of said test plate to hold said test plate in a vertical position on the lower end of said driving rod, said connecting means providing for the transmission of the compressive embedding force from said driving rod to said test plate while also permitting separation of said driving rod from said test plate in the presence of a tensile separating force; and securing means intercoupling said driving rod and said test plate to prevent disassociation of said test plate from said driving rod in the absence of said tensile separating force, said securing means permitting the removal of said driving rod from said test plate by said tensile separating force after the embedding of said test plate into the soil.

2. The apparatus defined in claim 1, in which said connecting means includes a cylindrical stud, and in which said driving rod has a socket formed in one end thereof for receiving said stud.

4. The apparatus defined in claim 3, in which said securing means comprises a line wrapped around both said cable and said driving rod frictionally to bind together said cable and said driving rod.