AU5409601A - Retaining wall system - Google Patents

Description

I

AUSTRALIA

Patents Act 1990 COMPLETE SPECIFICATION STANDARD PATENT Applicant: ECOFLEX AUSTRALIA PTY LIMITED A.C.N. 081 641 518 Invention Title: RETAINING WALL SYSTEM The following statement is a full description of this invention, including the best method of performing it known to us: 2 RETAINING WALL SYSTEM TECHNICAL FIELD OF THE INVENTION The present invention relates to retaining walls and methods for forming the same, more particularly, to retaining walls that utilise tyres and conveyor belts in their construction. When the term "retaining walls" is used in this specification, it includes walls used for retaining embankments, such as in civil engineering applications (eg. road construction, public works etc), but also includes breakwaters and groins, protecting walls, walls in tunnels and at piers, quays, etc.

BACKGROUND OF THE INVENTION Discarded tyres and conveyor belts from the automotive, mining and aviation industries represent a significant and growing environmental problem, due to difficulties with disposal, environmental breakdown and/or incineration.

Retaining walls formed from tyres are known in the art. For example, US 5,480,255 discloses an impact absorbing barrier for highways, formed from whole tyres and •half tyres, and in-filled with sand material. FR 2,682,700 discloses the use of tyres in a retaining wall where one side wall of the tyre has been removed.

US 5,378,088 discloses a retaining wall formed from a plurality of segmented automobile tyres. Side wall segments disposed horizontally form a front row of the wall, and tread segments of the tyres are connected to the *side wall segments and extend rearwardly therefrom to provide additional support to the front row. However, the 30 method of forming the front row is both complex and time consuming, requiring excessing tyre cutting, the use of rods 17, additional rods 24 and a relatively complex assembly procedure. Furthermore, the tread segments 20 are provided solely to support the front wall and there is no disclosure of the segments providing any reinforcing stability to any fill material that might be arranged 42634 3 behind the front wall.

It would be advantageous if at least preferred embodiments of the present invention provided a retaining wall and a method for forming the same that improves upon, or at least provides a useful alternative to, the retaining walls formed from tyres that exist in the prior art.

SUMMARY OF THE INVENTION In a first aspect, the present invention provides a retaining wall for retaining an embankment or similar including a plurality of tyres arranged in a plurality of courses adjacent to the embankment and such that a central axis of each tyre in an outer face of the retaining wall is inclined to both vertical and horizontal.

An advantage of such a construction is that a sloping embankment can be formed which then provides additional support to the retaining wall, and additional strength.

Typically, each tyre's central axis is inclined to vertical at a batter angle ranging from 100C to 200C. Use of this angle has been observed in practice to provide ease 20 of construction of the retaining wall whilst still retaining the advantages of the inclination of the wall.

Adjacent courses can be separated by a fill material, optionally by a distance that is half a tyre in diameter.

Alternatively, adjacent courses can abut. Each tyre can at 25 least partially (but typically completely) be filled with a olooo fill material, and further fill material can be used to fill gaps between the tyres, and between the tyres and the embankment.

Typical fill materials include concrete (for example at the lowest course of tyres and at intermittent courses (eg. every alternating course) in the tyre wall construction). Granular or particulate, optionally free draining materials, can also be employed, for example, such as cobble, sand and/or shredded tyre. The use of shredded tyre further assists in the disposal of additional discarded tyres and is thus environmentally advantageous.

42634 4 Typically at least some, and in some cases all, of the tyres are each cut either: in a plane between opposing side walls thereof, and can then be arranged in the walls so that both side walls generally face downwards; or alternatively (and/or additionally) so as to remove a substantial proportion of one of the side walls, the tyres being arranged in the wall so that the remaining uncut side wall generally faces downwards.

Such an arrangement makes for the easy in-filling of each course of tyres when the wall is being constructed (ie. there is little or no upper side wall to deflect fill material being arranged in the tyres). Also, the judicious cutting in this manner can provide a retaining wall that is even stronger than one formed from a number of individual "intact" tyres.

With option typically a section of the tyre remains uncut to provide a hinge for pivoting of the tyre 20 portions thereabout, thereby increasing the strength of the wall (ie. with each tyre half being attached to another tyre half). Alternatively, in the removed side wall can be arranged in the tyre to be adjacent to the remaining side wall when the tyre is located in the wall. This 25 provides a more stable base in the tyre for the in-fill of .eo.oi material, and optionally allows for the positioning of a liner between the removed and remaining side walls, thereby covering the lower opening of the tyre when arranged in the wall, and making the tyre better capable of retaining fill therein.

Optionally, at least some or all of the tyres are provided with drain holes (eg. drilled therethrough).

In an alternative construction, the retaining wall can be formed from solid tyres (or a mixture of solid and hollow tyres). Suitable solid tyres include discarded forklift tyres and solid tyres from the mining industry.

42634 p 5 The advantage of using solid tyres is that excessive fill does not need to be employed, and the deformation that can occur with hollow tyre retaining walls is substantially overcome.

Alternatively, the deformation where hollow tyres are employed can also be ameliorated or eliminated by strengthening the tyre tread wall and side wall(s) (eg. by lining the inside of the tread wall with further cut tyre tread cut to suitable lengths). For example, two additional tread sections can be positioned inside the tyre to abut the inner face of the tyre tread section(with one section being located inside the other). In addition, extra tyre rings (ie. cut tyre side walls) can be positioned within the hollow tyre prior to filling (for example up to four additional rings can be employed at the base of a hollow tyre). Such arrangements have been found to strengthen hollow tyres in the retaining wall and to prevent deformation, and to also help in disposing of even more waste (second hand) tyres.

20 Preferably the retaining wall includes a reinforcing section extending rearwardly into the wall from an outer portion thereof, the reinforcing section being part of the retaining wall and being formed from: longitudinal strips formed from tyre tread; and/or conveyor belt lengths.

Such reinforcing provides a structurally stable retaining wall (and is quite different in function to and simpler than, for example, the arrangement defined in US 30 5,378,088) Further, because the reinforcing can be constructed essentially from cuttings from tyres from conveyor belts and from fill material, it is simpler and economically more expedient than existing arrangements.

Typically, the reinforcing section is attached to the wall outer facing structure and may either be formed from a 42634 6 plurality of tyre tread lengths and/or from a plurality of conveyor belt lengths. The tread lengths can be cut from additional tyres, and the conveyor belt lengths can be a whole belt length or cut from a single conveyor belt. The lengths can then be joined together to define the reinforcing section.

Preferably the lengths are joined to define a grid formation, which thereby replaces the existing geogrids used in the prior art. It should be appreciated that prior art geogrids are typically formed from woven and non-woven textiles, optionally reinforced with polymer; or from polymeric fibres. Such geogrids and reinforcing materials tend to be very expensive, whereas the use of tyres and conveyor belts is both environmentally and economically advantageous and, again, is a simpler option.

In the grid formation, individual lengths can be attached or linked to and/or threaded through adjacent lengths to define the grid formation.

Also, a reinforcing section can be provided for each 20 tyre course in the wall outer face and is typically arranged to extend generally horizontally or to be inclined oooo downwardly into the wall.

Each plurality of tyre courses in the outer face typically defines a "row". Thus, a plurality of rows of 25 tyres can be arranged adjacent to the embankment.

In a second aspect, the present invention provides a method for forming a retaining wall for retaining an embankment or similar including the steps of: forming a base for the retaining wall adjacent to the embankment and that slopes downwardly to the embankment from surrounding ground; and arranging a plurality of tyres in a plurality of courses adjacent to the embankment and along the base.

As above, the batter angle of the so-formed wall typically ranges from 10 0 C to 20 0 C inclined to the vertical.

42634 7 Typically, a course of tyres is laid and each tyre is then at least partially (preferably completely) in-filled with fill material prior to laying the next course.

In addition, each course of tyres can be arranged to be offset (along the line of the course) from adjacent course(s) Preferably a plurality of tyres in the retaining wall are each cut: in a plane between opposing side walls thereof, optionally wherein a section of the tyre remains uncut to provide a hinge for pivoting of the tyre portions thereabout, and then arranging those tyres in the walls so that both side walls generally face downwards; and/or to remove a substantial portion of one of the side walls, with the removed side wall optionally being arranged in the tyre to be adjacent to the remaining side wall, and then arranging those tyres in the wall so that the remaining uncut side wall generally faces downwards.

Such a method is employed with hollow tyres (not solid 20 tyres).

Preferably the method includes the step of positioning in the wall a reinforcing section that is formed from: longitudinal strips formed from tyre tread; and/or conveyor belt lengths.

Thus, the method can be used to form a tyre-based retaining wall having a tyre or conveyor belt-based reinforcing section, with the advantage that typical geogrid or geofabric materials used as reinforcing sections can be replaced by sections formed from the tyres or conveyor belts.

S- Typically, the reinforcing section is attached prior to or after the arranging of at least one course of tyres in a face of the wall.

Also, discarded tyres and discarded conveyor belts can be employed. For example, nylon woven conveyor belts from 42634 8 the mining industries (being conveyor belts that do not have any steel or metal content) can be employed. Such conveyor belts have a high tensile strength and therefore provide desirable strength characteristics when used as reinforcing in retaining walls.

BRIEF DESCRIPTION OF THE DRAWINGS Notwithstanding any other forms which fall within the scope of the present invention, preferred forms of the invention will now be described, by way of example only, with reference to the accompanying drawings in which: Figure 1 is a cross-sectional side elevation of a retaining wall according to a first embodiment of the invention; Figure 2 is a plan view of a tyre cut in a plane between opposing side walls; Figure 3 is a cross-sectional side elevation of an alternative retaining wall according to a second embodiment of the invention; Figure 4 is a sectional view of the retaining wall of 20 Figure 3 taken at A-A; *0 Figure 5 is a cross-sectional side elevation of an oooo alternative retaining wall according to a third embodiment of the invention; Figure 6 is a cross-sectional side elevation of an 25 alternative retaining wall according to a fourth embodiment of the invention; Figure 7 is a cross-sectional side elevation of an *alternative retaining wall according to a fifth embodiment oo.. of the invention; 30 Figure 8 shows a cross-sectional perspective view of a reinforcing wall constructed in accordance with a preferred S"method according to the present invention; Figure 9 shows an underside plan view of two tyres of a tyre course, illustrating the mode of attachment of reinforcement for use in a preferred retaining wall; Figures 10 and 11 show side schematic elevations of 42634 -9two alternative methods for attaching reinforcing to a tyre; Figures 12 and 13 show plan views of two alternative methods for interlocking reinforcing in a reinforcing grid formation; Figures 14 to 16 show components of reinforcing, prior to being attached in the manner shown in perspective in Figure 17; Figures 18 and 19 show respectively plan and perspective views of a tyre with a side wall removed therefrom; Figure 20 shows a line of tyre side walls, all tied together, being an alternative type of reinforcing; Figures 21 to 25 show various tyre side wall reinforcing arrangements; Figure 26 shows an arrangement in plan for a pair of tyres, typically employed at a retaining wall edge or corner; Figure 27 shows a perspective view of a tyre facing, 20 for rendering a course of tyres suitable for receiving a fabric or textile coating; e* 9 oooo Figures 28 to 30 show further alternative means of attaching tyre treads to whole tyres; and Figures 31 and 32 show, respectively, plan and side elevations of a further retaining wall embodiment in which **.reinforcing is provided by conveyor belts.

MODES FOR CARRYING OUT THE INVENTION A preferred embodiment of a retaining wall according to the current invention for retaining an embankment 100 or similar, comprises a plurality of tyres

S.

11 each having a cavity 12 defined therein at least partially filled with a fill material 13. (Alternatively tyres 11 can be solid tyres from forklifts, mining vehicles etc. In this latter case use of less fill material and a more stable wall can result). In the preferred embodiment, each cavity 12 is substantially filled with the fill 42634 10 material 13. The tyres 11 are arranged in a plurality of courses 14 adjacent to the embankment 100. Further fill material 15 substantially fills gaps between each of the tyres 11 and between the tyres 11 and the embankment 100.

The embankment 100 is typically excavated away from ground line 102 to define a wall inclined at an angle to the vertical of approximately 100 to 200, with the retaining wall 10 similarly having a batter angle of 100 to 200. In the preferred embodiments depicted, the retaining wall 10 has a batter angle of approximately 140 (eg. the central axis of each tyre in the wall is inclined at 140 with respect to vertical). Taller walls will typically require a larger batter angle for stability, whilst smaller walls can employ smaller batter angles so as to reduce the space occupied by the retaining wall 10. As well as for retaining typical embankments as used in landscaping and the like, retaining walls of the current invention may be used with other embankments including those used as noise barriers or waterway walls (sea walls) etc.

S 20 Thus, each tyre 11 is typically arranged such that a central axis thereof is inclined to vertical at an angle approximately equal to the batter angle. With this incline of the tyres 11 to match the batter angle, the stability of the wall 10 is enhanced by reducing the reliance on friction between the courses 14 of tyres 11 for shear stability. In prior art retaining wall designs where shear stability has not been considered to be of prime concern, the tyres 11 have been laid flat with each subsequent course 14 set back from the adjacent lower course 14 to eeee 30 provide the batter angle of the wall The tyres 11 are typically arranged such that the tyres 11 of a given course 14 are offset from those of the adjacent lower course 14 in a typical brickwork fashion.

In the preferred embodiments depicted, adjacent courses 14 are separated by the further fill material 15, here giving a separation between courses 14 of approximately half a 42634 11 tyre 11 diameter. Alternatively, the tyres 11 of adjacent courses 14 may abut, with the further fill material filling gaps between surfaces of the adjacent tyres 11 which do not abut.

The tyres 11 are also typically separated from the embankment 100 by the further fill material Alternatively the tyres 11 may abut the embankment 100 with the further fill material 15 filling gaps where the surface of the tyres 11 do not abut the embankment 100.

For larger retaining walls as depicted in Figures 3 and 4, two rows 16a,16b of tyres 11 may be used to complete each course 14. Utilisation of two rows 16a,16b increases the stability of the retaining wall 10 enabling increased wall height. The adjacent tyres 11 in the two rows 16a,16b are typically horizontally offset as depicted in Figure 4 and may also be vertically offset as depicted in Figure 3.

The foundation 101 for the retaining wall 10 is here excavated below the ground line 102 to help secure the lowermost course 14a in place. To further secure the lowermost course 14a, the tyres 11 thereof are filled with concrete as the fill material 13 (tyres shown as shaded) stabilised sand base may be employed for the foundation 101. Alternatively, the foundation can be a concrete base (optionally reinforced). For construction with a waterway 25 wall, where the tyres 10 will act as the interface with the water, every second course of tyres 11 is typically filled with concrete to increase the mass of the wall and thereby reduce any possible instability resulting from wave action.

The fill material 13 typically comprises a free draining material in at least some of the courses 14. Here the free draining fill material 13 is granular and is used in all but the lowermost course 14a. Cobble has been found to be a suitable fill material 13, whilst the use of other free draining materials, including shredded tyres is also desirable. Use of shredded tyres further increases the recyclability of the discarded tyres, but they are 42634 12 typically not used where the wall construction relies on its mass for stability.

The further fill material 15, used to fill gaps between tyres 11 and between the tyres 11 and embankment 100 is also here a free draining granular material such as cobble. To further assist in drainage, drain holes 17 may be provided in the tyres 11, and a socked perforated subsurface drain 18 or similar may be laid between the lowermost course 14a and the embankment 100.

Figure 2 depicts a tyre as used in a preferred embodiment wherein at least some of the tyres 11 are each cut in a plane between opposing sidewalls 19 thereof and arranged with both of the sidewalls 19 facing generally downwards. This results in the inner concave surface of each of the sidewalls 19 facing upwards, facilitating filling of the cavity 12 with fill material 13 in the region of the sidewalls 19. A section 20 of the tyre 11 may remain uncut such that the sidewalls 19 remain hingedly attached at the uncut section 20. Rather than cutting each 20 tyre 11 into opposing halves, the upper sidewall of the tyres 11 may be at least partially removed to facilitate filling of the cavity 12 (see Figures 5, 15 and 16) To increase the stability of the retaining wall the tyres 11 may be secured to each other and, if so desired, to the embankment 100 or foundation 101 with the use of nylon rope or similar. Reinforcing grids may also be used to secure one or more of the courses 14 of tyres 11 to the embankment 100. Such reinforcing grids typically extend at least approximately 0.7 m into the embankment 100, depending on the wall 10 design, to ensure stability and allow the construction of taller retaining walls The embankment 100 may be compacted to more securely hold the reinforcing grid in place.

To reduce any fire hazard which the use of rubber tyres may pose, the retaining wall 10 as a whole, or each of the tyres 11 individually, may be covered with a fire 42634 13 retardant material or coating. Such a material which may be used is geofabric which is also typically used as a liner 21 between the embankment 100 and the retaining wall Referring to Figures 5 to 7 (where like reference numerals will be used to denote similar or like parts) cross sectional views of various alternative retaining walls are respectively shown.

Figures 5 to 7 also show associated desirable slopes of the wall 10 (1 in 8) and the embankment 24 (1 in 4) In the embodiment of Figure 5, a drainage column 23 is provided to extend between the tyre row 16 and the embankment 24. This greatly assists in the release of water trapped in the wall 10. Typically, the drainage layer is defined by cobble backfill (and in preferred embodiments is about 300mm wide). Figure 5 also shows reinforcing 25 extending rearwardly from the tyre row 16 and into the embankment. Whilst conventional reinforcing material such as geofabric (eg geofabric terran 1000) can be used, in accordance with preferred aspects of the present invention the reinforcing is formed from *.-:longitudinal rubber strips (eg. defined from cut tyres or conveyer belts) and optionally being formed into grid like networks.

In construction of the wall 10 each tyre has respective reinforcing attached thereto as each course is successively layed (with the attachment of reinforcing being typically by the various attachment mechanisms as described below). During construction of the reinforcing section, controlled select fill 26 is positioned on top of each reinforcing section and is compacted (typically in 200mm layers to 98 percent of its maximum modified density).

Turning to Figure 6, the arrangement shown in Figure has been modified whereby the reinforcing 25 is looped through a respective tyre and the loop is then closed 42634 14within the embankment. In other words, fill 26 is positioned inside and outside of the loop and this provides an extremely strong structure (whereby the reinforcing with the fill therein functions like an anchor) Turning to Figure 7, a further variation of the looped reinforcing is shown. In this case, a further row of tyres 28 is provided within the embankment itself (and thereby each tyre in row 28 is also filled in with the embankment fill 26). This interred row of tyres enhances the anchor function of the reinforcement and provides an extremely strong support for the outwardly facing row of tyres 16.

The arrangements shown in figures 5 to 7 provide an enhancement over the retaining wall arrangements of Figures 1 to 4, and also make better use of discarded tyres and conveyor belts generally.

Referring now to Figure 8, an alternative retaining wall 10' in accordance with the present invention will be described. The plurality of tyre courses are essentially the same as either of those described in Figure 1, or 20 Figures 3 and 4. However, the retaining wall of Figure e additionally includes grid-like reinforcing 30 extending *oo*from a respective course of tyres and rearwardly into the wall. As each course is successively laid, a respective grid-like reinforcing 30 is laid to extend rearwardly from that course and into the wall.

Once a course of tyres has been placed, the fill of the retaining wall is brought up to an appropriate level and the reinforcing grid is then laid onto that fill, before being covered with further fill to lay the next reinforcing grid and so on (ie. the grid can be attached to the tyre in situ by appropriate techniques described below). Alternatively, the reinforcing grid can be preattached to the course of tyres, such that when the course is laid, the grid is simultaneously laid.

The reinforcing grid as shown in Figure 8 is typically formed from a plurality of tyre treads or conveyor belts 42634 which are joined end to end and are criss-crossed until the appropriate lengths are achieved. Joining to the tyre courses and of the grid itself can be effected through adhesives, clamps, steel or textile ties, threading, screwing, bolting etc. Various joining and threading techniques are described below. Each grid can extend generally horizontally into the retaining wall, or can be angled downwardly.

Referring now to Figure 9, the attachment of tread lengths 32 to a respective pair of tyres is shown. The tread lengths are fed through a slot 34 formed near the base of each tyre and are then attached to the tyre lower side wall 19 either via screwing (eg. tech screws), bolting, or adhesive 36. Further lengths of tyre tread can then be attached to the free end of length 32 so that a long length of tread extends into the wall (as shown in Figure 8).

Figures 10 and 11 show alternative methods of attaching tread lengths 32 to tyre 11. In Figure 10, the tread length is either positioned under the tyre, or fed through slot 34 and a clamp 38 then fastens the tread length to the tyre, ie. by clamping around lower side wall 19. The clamp can be formed from stainless steel, aluminium or other deformable metals.

In Figure 11, the tread length is fed up through tyre hole 39 and looped over the side wall 19 and is then fed back through the tyre side wall 19 via a slot 40 formed in the side wall (or optionally back through slot 34). The tread length is then attached back to itself via a tech screw, bolt, clamp, tie or adhesive 42.

Referring now to Figures 12 and 13, two alternative techniques for forming the grid 30 are shown. In Figure 12, tread length 32 is threaded through tread length 32' via a slot 44 formed in tread 32'. In Figure 13, tread length 32 is slotted through an arch 46, that is formed by cutting two slots in tread length 32' and then stretching 42634 16 the arch upwardly and sliding the tread length 32 therethrough.

In Figures 14 and 15 (which show plan and side elevations respectively of the end of a tread length 32), the arch 46 is formed near one end of the length. In Figure 16, the slot 44 is formed near the end of another tread length 32'. In Figure 17, the arch 46 is extended through slot 44 and a third tread length 32'' is then slotted under the arch 46. Thus, this arrangement has the dual function of attaching tread length 32 to tread length 32' whilst also enabling the formation of a criss-cross with tread length 32''.

The grid-like reinforcing can also be formed from tyre side walls 30' (or combinations of tread lengths with tyre side walls) Figure 18 shows a plan view of a tyre 11 that has had its upper side wall 19 removed therefrom. The upper side wall 19 can be arranged inside tyre 11 and adjacent to lower side wall 19'. A liner cut to appropriate shape (eg.

o 20 formed from a woven geogrid textile) can then be arranged between the upper and lower side walls when the tyre forms oeoo part of a retaining wall structure. Optionally, the upper side wall can be attached to the lower side wall.

The arrangement of the liner in this manner functions to provide an enclosed receptacle for receiving fill material therein. Typically, the liner is a nonperishable, nylon, free draining and optionally uvresistant material.

V09. Figure 19 shows a perspective side elevation of the 0 30 tyre 11 with its upper side wall removed and Figure shows three such removed tyre side walls laid in a row, and attached together by ties 48 (eg. textile or metallic ties or clamps etc). The line of tyre side walls, can also be laid underneath a course of "whole" tyres in the retaining wall construction, thereby creating extra friction and lateral stability in the retaining wall. Alternatively, a 42634 17 grid formation can be made by attaching together a plurality of tyre side walls.

Figures 21 to 25 show various tyre side wall reinforcing type grids. In Figure 21, the tyre side walls overlap along line A, and are attached together by varying sized ties 48 and 48' In Figure 22, none of the side walls overlap and thus, the one size tie 48' can be used.

Figure 23 shows an offset configuration where a tie clamp 50 is used to maintain the configuration.

Figure 24 shows a tyre side wall having a plurality of holes 52 formed (eg. drilled) therethrough. The side walls can then be overlapped as shown in Figure 25 and fastened together at fastening points 54 (eg. via a cable tie, bolt, screw etc) Various other configurations of the grid-like reinforcing formed from the plurality of tyre side walls are possible. As with the arrangement of Figure 8, the reinforcing can be attached to a respective tyre course 14 20 prior to the laying of the course or subsequent to the oeoo laying of the course.

**Figure 26 shows a pair of tyres 11 having a roll of tyre tread 60 positioned therebetween and clamped to each tyre via clamps 62. This arrangement is typically employed with tyres at the corner of a retaining wall to give those tyres extra strength and to build stability and also extra impact resistance (eg. as provided by the tyre tread roll).

Such an arrangement also helps in maintaining the height of the course at the corner (ie. preventing sagging) Figure 27 shows a line of tyres 11 in a course 14, and having a tread length 32 attached to the front (and/or rear) face of the course. The tyre length can be attached via screws, clamps, adhesives etc. Such an arrangement provides a flat surface along the course, which is far more receptive for fabric and/or textile coatings (eg.

geofabrics) often employed in retaining walls.

42634 18 Referring to Figure 28, an alternative mechanism for attaching a tread section 32 to a tyre is shown. In the arrangement of Figure 28, a bar or rod 70 (optionally of galvanised steel or fibreglass) is inserted through a slot 46 and is then positioned above the upper side wall of an uncut tyre 11. The pressure of the fill and other courses on top of this arrangement ensures its structural stability. Similarly, in Figure 29, a section of tread 72 is slotted through slot 46 to achieve a similar effect to the arrangement of Figure 28.

Referring to Figure 30, a so-called "dead man" configuration is shown (similar to that shown in Figure 7), primarily to provide an anchoring and tensioning aid to the reinforcing grid 30. Essentially, a course of tyres 14' for each reinforcing grid 30 is laid adjacent to the embankment (to be enclosed within the retaining wall when finally constructed). That course of tyres is thus connected to the free ends of the retaining grid which, at their opposing ends, are attached to the course of tyres 14 20 (ie. at the front of the retaining wall). The course of tyres at the rear of the grid aid in the strength of the *entire retaining wall, and also assist in tensioning of the retaining grid (ie. when the course 14' is pulled or urged rearwardly) 25 Referring to Figures 31 and 32, a retaining wall formed from a plurality of tyres 11 has a similar batter angle to that shown in Figure i. The construction of the retaining wall is similar to that previously described for Figures 1 to 8.

However, rather than employing reinforcing formed from cut tyres, conveyor belt strips 80 can be employed.

Typically conveyor belt strips that are 200 to 300 millimetres wide, and that are discarded by the mining industries are employed. Such strips are typically formed from a high tensile strength, nylon woven conveyor belt, and typically strips that do not have any metal content 42634 19 steel which would otherwise corrode within the wall) are employed.

As can be seen in Figures 31 and 32, each strip extends between tyre courses 14, and is typically attached to beading 82 on a front section of the tyre.

The conveyor belt strip is typically connected to the beading using a proprietary conveyor belt connection a 20KN working cap).

The conveyor belt strips can also include cross strips 80', so that a grid formation (as previously described) is formed.

Typically the conveyor belts are attached to the tyres, although in some circumstances, the conveyor belt strips can simply lie adjacent to the tyre wall without being attached thereto.

One advantage with conveyor belt strips is that they generally come in very long lengths, and therefore there is no need to join lengths of strip together to form an elongate section extending into the wall. This is also 9 20 advantageous when a grid like criss-crossing formation in 9909 the reinforcing is employed. The conveyor strips can also 9ooo be threaded, and linked etc. as defined above.

As shown in Figure 32, the strips can extend generally horizontally into the reinforcing portion of the wall, or ,25 alternatively they can be arranged to extend downwardly (inclined) into the wall.

As with the tyre section reinforcing, the conveyor belt strips can be anchored at their remote end, and in fact all of the arrangements and modes of attachment described above for the tyre sections can be equally employed with the conveyor belt sections (and thus will not be described again).

Engineering analysis has indicated that retaining walls in accordance with the present invention compare favourably with current typical retaining walls such as timber crib, concrete crib or segmental brickwork walls, 42634 20 whilst generally being less expensive, lighter in weight and providing a solution to the problem of discarded tyre and conveyor belt disposal.

Whilst the invention has been described with reference to a number of preferred embodiments, it should be appreciated that the invention can be embodied in many other forms.

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S0*o S ooo 0o 42634

Claims (11)

1. 21- CLAIMS 1. A retaining wall for retaining an embankment or similar including a plurality of tyres arranged in a plurality of courses adjacent to the embankment and such that a central axis of each tyre in an outer face of the retaining wall is inclined to both vertical and horizontal. 2. A retaining wall as claimed in claim 1 wherein each tyre's central axis is inclined to vertical at a batter angle ranging from 100 to 200. 3. A retaining wall as claimed in claim 1 or claim 2 wherein adjacent courses: are separated by a fill material, optionally by a distance that is half a tyre in diameter; or abut. 4. A retaining wall as claimed in any one of the preceding claims wherein each tyre is at least partially filled with a fill material, and further fill material fills gaps between the tyres, and between the tyres and the .,embankment. see 20 5. A retaining wall as claimed in claim 4 wherein the fill material includes: oooo concrete at the lowest course of tyres; and/or a granular or particulate, optionally free draining material. 6. A retaining wall as claimed in claim 5 wherein the granular or particulate material is cobble, sand and/or S.. shredded tyre. .oo. 7. A retaining wall as claimed in any one of the .preceding claims wherein at least some of the tyres are 30 each cut: in a plane between opposing side walls thereof and are arranged in the wall so that both side walls generally face downwards; and/or to remove a substantial proportion of one of the side walls and are arranged in the wall so that the remaining uncut side wall generally faces downwards. 42634 22 8. A retaining wall as claimed in claim 7 wherein in a section of the tyre remains uncut to provide a hinge for pivoting of the tyre portions thereabout. 9. A retaining wall as claimed in claim 7 or claim 8 wherein in the removed side wall is arranged in the tyre to be adjacent to the remaining side wall when the tyre is located in the wall. A retaining wall as claimed in claim 9 wherein a liner is positioned between the removed and remaining side walls to cover the lower opening of the tyre when arranged in the wall. 11. A retaining wall as claimed in any one of claims 7 to 10 wherein the cutting of the tyres enables them to be substantially filled with fill material in the finished retaining wall. 12. A retaining wall as claimed in any one of the preceding claims including a reinforcing section extending rearwardly into the wall from the plurality of tyres, the reinforcing section being part of the retaining wall and 20 being formed from: longitudinal strips formed from tyre tread; and/or conveyor belt lengths. 13. A retaining wall as claimed in claim 12 wherein the reinforcing section is attached to the outer portion of **.the wall. 14. A retaining wall as claimed in claim 12 or claim *.13 wherein the reinforcing section is formed by joining together a plurality of tyre tread lengths and/or conveyor belt lengths. 15. A retaining wall as claimed in claim 14 wherein the treads and/or belt lengths are joined to define a grid formation. 16. A retaining wall as claimed in claim 15 wherein individual lengths are attached, linked, or threaded to/through adjacent lengths to define the grid formation. 42634
2. 23- 17. A retaining wall as claimed in any one of claims 12 to 16 wherein the reinforcing section is formed from a plurality of sections cut from mining conveyor belts. 18. A retaining wall as claimed in any one of claims 12 to 17 wherein a reinforcing section is provided for each tyre course and is arranged to extend generally horizontally or be downwardly inclined into the wall. 19. A retaining wall as claimed in any one of the preceding claims, wherein the plurality of tyre courses define a row and wherein a plurality of tyre rows are arranged adjacent to the embankment. A method for forming a retaining wall for retaining an embankment or similar comprising the steps of: forming a base for the retaining wall adjacent to the embankment and that slopes downwardly to the embankment from surrounding ground; and arranging a plurality of tyres in a plurality of courses adjacent to the embankment and along the base. 21. A method as claimed in claim 25 wherein the base 20 is formed to provide an incline in the wall to vertical at a batter angle of 100 to 200. 22. A method as claimed in claim 21 wherein the central axis of each tyre in the wall is inclined in vertical at an angle that is approximately equal to the batter angle. 23. A method as claimed in any one of claim 20 to 22, wherein each course of tyres is arranged to be offset along the line of the course from adjacent course(s)
3. 24. A method as claimed in any one of claims 20 to 23 wherein in step a course of tyres is laid and each tyre is at least partially in-filled with a fill material prior S" to laying the next course. A method as claimed in claim 24 wherein each tyre in a course is filled such that: tyre(s) in the next course abut that tyre; or tyre(s) in the next course are separated by the 42634 24 fill material from that tyre.
4. 26. A method as claimed in claim 24 or claim wherein during filling of each course, additional fill material is provided to fill gaps between tyres, and between the tyres and the embankment.
5. 27. A method as claimed in any one of claims 20 to 26 wherein, prior to laying a course, at least some of the tyres in the course are each cut; in a plane between opposing side walls thereof and are arranged in the walls so that both side walls generally face downwards; and/or (ii) to remove a substantial proportion of one of the side walls, and are arranged in the walls so that the remaining uncut side wall generally faces downwards.
6. 28. A method as claimed in claim 27 wherein in a section of the tyre remains uncut to provide a hinge for pivoting of the tyre portions thereabout.
7. 29. A method as claimed in claim 27 or claim 28 wherein in (ii) the removed side wall is arranged in the 20 tyre to be adjacent to the remaining side wall when the tyre is located in the wall. A method as claimed in claim 29 wherein a liner is positioned between the removed and remaining side walls to cover the lower opening of the tyre when the tyre is 25 arranged in the wall. ooeoo
8. 31. A method as claimed inany one of claims 20 to 29 including the further step of positioning in the wall a reinforcing section that is formed from: longitudinal strips formed from tyre tread; and/or one or more conveyor belt lengths.
9. 32. A method as claimed in claim 31 wherein, prior to or after the arranging of each tyre course, a reinforcing section is attached to that course.
10. 33. A method as claimed in claim 32 wherein, prior to attaching the reinforcing section to each course, the 42634 25 reinforcing section is pre-formed into a grid structure by joining together a plurality of tyre tread lengths and/or conveyor belt lengths.
11. 34. A method as claimed in any one of claims 31 to 33 wherein the conveyor belt sections are cut from a mining conveyor belt. Dated this 27th day of June 2001 ECOFLEX AUSTRALIA PTY LIMITED By its Patent Attorneys GRIFFITH HACK o*oo 42634