# Patent

## Title
Retaining wall

## Abstract

Disclosed is an economical and effective way of producing a modular retaining wall for a material to be retained, using only blocks which in and of themselves are of insufficient thickness to function as retaining wall blocks. The modular wall includes backer blocks and facing blocks which are connected by separate connectors in a back to back, spaced apart arrangement, thereby forming a hollow retaining wall. The hollow wall is filled with loose filler material to increase the mass and retaining capacity of the wall. None of the wall components is embedded in the material to be retained. Further disclosed are wall components and a wall kit for a modular retaining wall. A double sided decorative wall is also disclosed. The modular wall system allows for the construction of retaining walls and freestanding, double sided, decorative walls forming both straight and curved walls.

## Background
CROSS REFERENCE TO RELATED APPLICATIONS
This application is a continuation of U.S. patent application Ser. No. 14/625,107, filed Feb. 18, 2015, which is a continuation in part of U.S. patent application Ser. No. 13/247,633 filed Sep. 28, 2011, now U.S. Pat. No. 8,992,131, which claims the benefit of U.S. Provisional Patent Application No. 61/387,222 filed Sep. 28, 2010, and U.S. Provisional Patent Application No. 61/420,890, filed Dec. 8, 2010, the contents of which are incorporated herein by reference in their entirety.


FIELD OF THE INVENTION
The present invention is generally directed toward retaining walls, in particular modular retaining walls, and to components of such walls.
BACKGROUND OF THE INVENTION
Retaining was are used in landscaping around residential or commercial buildings. Retaining walls can be made of various materials, but for reasons of durability are most often either concrete structures cast in situ or walls formed of stacked courses of natural stone or masonry blocks. Concrete masonry blocks have become the most popular retaining wall components, due to their ease of manufacture, transport and handling. The blocks are stacked either manually or with the aid of machinery.
Conventional concrete masonry blocks are either wet cast or dry cast. In the dry cast process, a concrete mixture is filled into a mold box and compressed to generate a pre-consolidated block. This pre-block is removed from the mold box and transported to a setting location at which the block is stored for setting of the concrete mixture. Several methods have been developed to provide hollow dry cast blocks with a textured front surface. Molding a slab including several blocks and subsequently braking the slab into individual blocks allows for the creation of an irregular, rough front surface similar to the surface of a split natural stone. Such blocks are generally referred to as split face or hardsplit blocks. Alternatively, the smooth front surface of a finished molded block can be subjected to a percussive treatment, which breaks up and roughens the front surface. Finally, a three dimensional surface structure can be embossed into the front surface of the block during compression of the concrete mixture in the mold.
A retaining wall is also known from WO2008092237, which system includes base or wall blocks forming the actual retaining wall and decorative facing blocks or panels, which are mounted onto the wall blocks to form a decorative facing on the retaining wall. In that system, the wall blocks are of sufficient size and mass to perform the retaining function. They may even be able to support the facing blocks or panels. Although that system is very flexible, since the retaining wall can be provided with many different facing surfaces, which can even be exchanged without dismantling the wall, the base blocks suffer from the same drawbacks as other known retaining wall blocks.
The performance of retaining walls or freestanding walls is generally determined by the height of the wall, the overall mass of the wall and the width or thickness of the wall at the base, with the mass being the most critical. Local building code requirements dictate the forces such walls must be able to withstand, which in turn limit the design possibilities in terms of maximum wall heights for a given width and mass of a wall. Generally, the larger the mass and the width of the wall at the base, the base width, the higher the retaining capacity or resistance to tipping of the wall. More generally, the higher the mass, the higher the retaining capacity of the wall. This must be taken into consideration when building retaining walls of stacked blocks. In a conventional retaining wall of monolithic, stacked blocks, the wall blocks themselves must have a sufficient width to provide the minimum base width and mass required for the retaining wall. This in turn limits the maximum length and height of retaining wall blocks useful for manual installation. It also limits the overall retaining capacity achievable with conventional, manually installed, stacked block walls. As a result, retaining walls of higher retaining capacity are either cast in situ or made of large blocks which must be handled with often specialized machinery. The exposed length and height of an installed retaining wall block are normally referred to as the length and height of the block, while the remaining dimension of the block is referred to as the width of the block. To address the problem of excessive weight of conventional retaining wall blocks, hollow retaining wall blocks have been developed in an effort to reduce block weight and to thereby expand the size range of manually installed blocks. However, using hollow blocks reduces the overall mass of the stacked retaining wall and, thus, limits the retaining capacity of the wall achievable with hollow blocks. Thus, the height and retaining capacity of retaining walls made of conventional monolithic blocks for manual installation is limited, even if the blocks are sized for maximum retaining performance (optimum width) and maximum coverage (maximum length and/or height).
Conventional retaining wall blocks are often tapered towards the back to allow a curved placement of the blocks for the assembly of curved walls. In walls with convex curvature, the blocks then touch at the tapered sides, while in a straight line installation or in walls of concave curvature the blocks only touch at their front edges and comparatively large triangular gaps or spaces are defined between the blocks at the back. Those gaps are disadvantageous, since they reduce the overall mass of the wall and therefore the retaining capacity of the wall.
Modular retaining wall systems made of interconnected facing blocks and buried, spaced apart backer blocks are known from U.S. Pat. No. 4,068,482, U.S. Pat. No. 5,350,256, U.S. Pat. No. 5,468,098, U.S. Pat. No. 5,688,078, U.S. Pat. No. 7,503,729, U.S. Pat. No. 7,410,328 and US2009/0041552. In those conventional retaining walls, the wall of stacked facing blocks principally function as the principle material retaining component of the retaining wall, while the backer blocks have an anchoring function to reduce the tendency for tipping of the wall. The backer blocks are generally spaced apart and buried within the material to be retained and, thus, do not contribute to the mass and width of the retaining wall.
Retaining wall systems including stacked blocks with interlocking projections for forming a hollow wall with front and back partial walls and intermediate connectors are disclosed in U.S. Pat. No. 4,490,075, U.S. Pat. No. 5,403,127 and DE 2549162. However, the connectors in those systems interlock with the blocks in the front partial wall in such a way that the ends of the connectors/spacers between the front and back partial walls are visible in the installed condition, giving the wall an artificial rather than natural appearance.
Thus, a modular retaining wall system which overcomes at least one of these disadvantages is desired.
SUMMARY OF THE INVENTION
It is therefore one object of the invention to provide an improved modular retaining wall.
In one embodiment, the invention provides a hollow retaining wall for retaining a loose material, the retaining wall having an interior space filled with a fill of loose filler material, wherein none of the components of the wall, including the fill, is embedded in the material to be retained. The fill is separated from the material to be retained by components of the retaining wall. In this embodiment, the wall includes a plurality of individual concrete facing blocks stacked into a continuous front wall portion with an exposed front face, a plurality of individual concrete backer blocks stacked with a facing surface against the material to be retained, without embedding them in the material, to form a continuous rear wall portion with a rear face in contact with the material to be retained, and a plurality of individual connectors respectively connecting a facing block back to back with at least one backer block to create an interior space for receiving the fill between the front and rear wall portions. Thus, the facing blocks, connectors and fill are all separated from the material to be retained by the backer blocks, which themselves are only stacked against the material to be retained, rather than embedded therein. In this manner all components of the retaining wall, including the fill, contribute to the overall weight and, thus, stability and retaining capacity of the retaining wall. This allows for the assembly of a retaining wall having sufficient retaining capacity for a predetermined material to be retained at a predetermined height, without the need for any anchoring structures placed in the material to be retained. In addition to contributing to the overall weight of the retaining wall, the fill also locks the remaining wall components in place.
This retaining wall has a preselected total mass per unit length. The total mass is the combined mass per unit length of the individual, stacked backer blocks, facing blocks, connectors and fill. The connectors connect each facing block with at least one backer block in a spaced apart back to back arrangement, the connectors having a length for forming between the front and back wall portions an intermediate hollow space for filling with a filler material of a third mass constituting at least the remainder of the total mass.
The front and rear wall portions each have an insufficient width to separately function as a retaining wall. In another embodiment, the facing and backer blocks are even of insufficient width to respectively allow stacking into a front or rear wall portion of the selected height of the retaining wall. During assembly of the wall, the intermediate space between the backer and facing blocks is filled with the loose filler material, such as earth, sand gravel, crushed stone, or the like to achieve a wall of a preselected mass.
The present inventors have surprisingly discovered that a reliable and effective retaining wall structure can be constructed using blocks which are of insufficient width and mass to function as retaining wall or freestanding wall themselves. This is achieved by bridging them with connectors in a spaced apart and back to back orientation to create an intermediate space that can be filled with a filler material adding to the mass of the wall. The spacing is selected so that the total mass of the blocks, the connectors and the fill is sufficient for the overall retaining wall structure to retain loose material of a selected height. Despite the filler material being loose, to enable filling of the intermediate space between the front and back wall portions, the inventors have surprising discovered that the finished retaining wall has the same retaining capacity as a solid wall of equal mass per unit length. The backer and facing blocks according to the invention have a small width and, thus, are much thinner and lighter than conventional retaining wall blocks of equal coverage (length×height). As a result, the wall blocks are much easier to handle and install manually. Of course, backer and facing blocks which are comparable in weight to conventional retaining wall blocks can be produced, which are much thinner and will then provide a much larger wall coverage than conventional blocks.
The present inventors have also surprisingly discovered that a reliable and effective retaining wall structure can be constructed using connectors which have structures for interlocking with the filler material, such as ridges or transverse passages. Despite the filler material being loose, the interaction between the filler material and the interlocking structures on the connectors rigidly locks the wall components in place against the horizontal pressure of the material to be retained. The degree of interlocking between the connectors and the filler material can be controlled by the degree of coarseness of filler material, with the rigidity of the retaining wall increasing with the coarseness of the filler material. The inventors of the present application have also surprisingly discovered that even without interlocking structures on the connectors the filler material can result in a retaining wall of much improved integrity and retaining capacity compared to walls made of stacked rows of full width blocks, since the filler material, especially more coarse material such as crushed stone, not only provides added mass, but provides additional interlocking between the stacked rows of facing and backer blocks, which counteracts the problem of row displacement observed in retaining walls of stacked rows of monolithic blocks.
The retaining wall of this application is easily adapted to different building code requirements with respect to width and mass of the retaining wall by simply using different connectors, without any changes to the backer or facing blocks being necessary. The base width of the wall can be adjusted by selecting connectors of different length. The mass of the wall consists of the combined mass of the front and rear wall portions and the connectors, and the additional mass of the filler material. The required base width and total mass of the retaining wall for a desired retaining capacity is achieved by selecting a connector length which generates an overall wall thickness at least equal to the required base width and sufficient spacing between the front and rear wall portions so that, for a filler material of given density, the additional mass of the filler material makes up the at least the difference between the total mass and the combined mass. In order to allow filling of the hollow wall and avoid loss of the loose filler material from the wall, the blocks in each of the front and rear partial wall portions are stacked to create a continuous wall portion free of gaps. The term continuous wall portion means the facing and backer blocks in the front and rear wall portions are stacked end-to-end and sufficiently close to avoid a leaking of the filler material.
The backer and facing blocks are preferably cast concrete blocks, such as wet cast or dry cast concrete blocks. In this description, the terms cast concrete block, or cast block, are intended to include both wet cast and dry cast concrete blocks. In one embodiment, the facing blocks are cast blocks with a patterned, decorative surface. In another embodiment, the facing blocks are dry cast concrete blocks with an embossed decorative front surface, more preferably with an embossed, patterned decorative front surface. The facing blocks may also be constructed as cast concrete blocks with a veneer of natural stone attached thereto.
The facing blocks and backer blocks each have a front and back surface and are stacked in a back to back orientation in the form of first and second walls which are spaced apart connected by way of the connectors to form an overall hollow wall assembly. The connectors are preferably removably connectable to the back surface of the backer and/or facing blocks. Preferably, every facing block in the first wall is connected with at least one backer block in the second wall. The hollow wall assembly is then filled with a filler material of desired weight or density to achieve a retaining wall of a desired total mass.
Preferably, each facing block and backer block has at least one retaining structure on its back surface, either in the form of a retaining recess in the back surface or a retaining protrusion protruding from the back surface and the connector has at least a pair of interlocking members each for engaging the retaining structure in one of the facing or backer blocks respectively, to connect the blocks in a back to back arrangement. The retaining recesses may be keyhole slots or dovetail slots and the connector preferably has a central web or rod with opposite, terminally positioned enlarged portions forming the first and second interlocking members respectively. Each interlocking member is preferably shaped and constructed for interlocking engagement with a retaining recess. In one embodiment, the retaining protrusions are dovetail shaped protrusions with an undercut for engagement by an interlocking member on the connector. However, any other construction of the retaining structures and interlocking members is possible which ensures reliable permanent or releasable interlocking of the interlocking members with the retaining structures.
The facing and backer blocks preferably have the same base height or a multiple of the base height. The blocks preferably all have graduated lengths, each length being a multiple of a base length or pitch which is preferably equal to a thickness or base width W of the facing blocks. Thus, the blocks may have lengths of 2W, 3W, 4W, 5W, 6W . . . . To facilitate the formation of walls with corners or ends, such as right angled corners, the back-to-back arrangement preferably has an overall thickness which is equal to a multiple of W.
The facing and backer blocks of the wall are stacked in rows and each include at least one retaining recess in a back surface and each connector preferably has a body and opposing first and second interlocking members for respectively engaging the retaining recess in one of the blocks for interconnecting the blocks in the back-to-back arrangement. The retaining grooves in the facing and backer blocks are preferably spaced apart by 1W to facilitate connection of the blocks at a corner and for providing a preselected breaking point for the block at intervals of 1W. A special corner assembly can be used to reinforce the corner connection, or special corner connectors can be used.
In an alternate embodiment, the spacing of the retaining recesses in the facing and/or backer blocks is selected to be less than W, to permit placement of fixed length connectors at an angle other than 90° to the wall and the blocks.
The wall in accordance with the invention can be built in situ, and preferably uses only the facing and backer blocks as wall components and the intermediate connectors. The connectors are preferably constructed with multiple connecting ends to engage at least a pair of blocks in a back-to-back arrangement. The connecting ends can be joined by interconnecting webs. The connectors are dimensioned to occupy as little as possible of the space between the back-to-back block walls to thereby maximize the amount of fill which can be placed in the space between the back-to-back blocks. The connectors are preferably constructed of a material which, while resisting longitudinal extension, provides sufficient flexibility for interlocking engagement of the connectors with the blocks, even when the connector is not perfectly aligned with the complementary retaining structure in the block. Thus, the connectors are preferably flexible but non-extendible.
The wall of the present application can be assembled straight or curved. Curved hollow walls made of a pair of spaced apart parallel wall portions, provide the additional challenge that due to the curvature of the wall, the outer portion wall is longer than the inner portion wall, which leads to a mismatching of the blocks in the inner and outer portion wall of the curved hollow wall. Moreover, maintaining the front and rear wall portion continuous for avoiding loss of the loose fill is as important in the curved wall as in a straight wall. Misalignment of the front and rear wall portions in a curved wall also creates challenges with interconnecting the front and rear wall portions, since the retaining structures in respectively opposing blocks are no longer aligned. This problem is addressed by providing one of the facing and backer blocks with retaining structures spaced apart by one pitch (1W), to allow for the assembly of a wall end or corner, and the other of the facing and backer blocks with retaining structures spaced apart by less than 1W, or by making the connectors of a dimensionally stable, but flexible material, or both. Dimensionally stable yet flexible means the connectors are flexible, to allow interconnection with retaining structures on the facing or backer blocks which retaining structures are not perfectly aligned with the connector, while maintaining a fixed length. The backer blocks may have rounded ends to ensure an end-to-end engagement of the backer blocks without intermediate gaps, even in curved installations. The backer and facing blocks may also have a T-shaped horizontal cross-section in order to facilitate the stacking of the facing and backer blocks in a curved arrangement. In a preferred embodiment, the facing blocks have vertical retaining grooves in their rear surface which are spaced apart by 1W and the backer blocks have retaining grooves which are spaced apart by 1⁄2W. Alternatively, all blocks can have retaining structures in the form of vertical grooves spaced apart by 1⁄2W.
In another embodiment, the invention provides a retaining wall arrangement including first and second intersecting retaining walls joined at a corner. In that embodiment, at least one of the backer blocks of the first wall at the corner is positioned within the interior space of the second wall. In addition, at least one of the backer blocks of the second wall at the corner is preferably placed within the interior space of the first wall. Most preferably, for each horizontal row of blocks at least one backer block of the first wall is placed within the interior space of the second wall and at least one backer block of the second wall is placed within the interior space of the first wall. In a variant wall, at the corner and in each row of backer blocks, the row of backer blocks of one of the first and second walls is continuous with the at least one backer block placed within the interior space of the other of the first and second walls.



BRIEF DESCRIPTION OF THE DRAWINGS
Preferred embodiments of the invention will now be further described by way of example only and with reference to the attached drawings, wherein
FIG. 1 is a schematic top view of a modular wall as disclosed, including facing and backer blocks connected back-to-back to form a hollow retaining wall;
FIG. 2 is a perspective view of facing and backer blocks connected with a connector for use in a wall as disclosed;
FIGS. 3a and 3b are perspective views of the decorative wall of FIG. 1 with facing and backer blocks connected in a back-to-back arrangement, and filled with gravel;
FIGS. 4a and 4b are perspective views of a different exemplary modular wall including different connectors, whereby FIG. 4b shows the wall filled with gravel;
FIGS. 5a and 5b are front and rear views of the wall of FIG. 4a; and FIG. 5c is an end view of the wall of FIG. 3a. 
FIGS. 6a to 6e illustrate different steps in the assembly of a modular wall as disclosed;
FIG. 7 shows a rod type connector for use in a modular wall as disclosed;
FIG. 8 shows a web type connector for use in a modular retaining wall as disclosed;
FIGS. 9a to 9b show different web type connectors and corner connectors for use in a modular wall as disclosed;
FIG. 10 shows a block with dovetail shaped retaining protrusions and a spring steel connector with clip shaped interlocking members for elastic and removable engagement with the retaining protrusions;
FIGS. 11a to 11c are front and rear perspective views of different backer blocks as disclosed;
FIGS. 12a to 12d are front and rear perspective views of embossed face and split face facing blocks as disclosed;
FIGS. 13a to 13c are a schematic illustrations of a mold frame arrangement for the molding of the facing and backer blocks for a wall kit;
FIGS. 14a to 14f show different retaining walls as disclosed including structures to create a setback for consecutive rows;
FIGS. 15a to 15c illustrate an end-to-end connection of the backer blocks;
FIGS. 16a and 16b illustrate the principle of vertically interlocking or connecting successive rows of facing or backer blocks;
FIGS. 17a to 17c illustrate the principle of supporting a coping or wall cap having a depth smaller than the wall assembly, using a specialized connector;
FIGS. 18a and 18b illustrate a specialized facing block and its incorporation into a wall as disclosed;
FIGS. 19a to 19c illustrate a decorative freestanding wall made with hardsplit facing blocks;
FIGS. 20a and 20b illustrate a wall system with facing and backer blocks of different sizes;
FIGS. 21a to 21 e illustrate different orientations of the interlocking between the connectors and the blocks;
FIGS. 22a and 22b illustrate schematically the relationship between total mass of the retaining wall and the length of the connectors;
FIGS. 23a to 23d illustrate schematically a corner assembly for the retaining wall of the invention; and
FIGS. 24a to 24d illustrate a retaining wall with setback.



DETAILED DESCRIPTION
Before explaining the present invention in detail, it is to be understood that the invention is not limited to the preferred embodiments contained herein. The invention is capable of other embodiments and of being practiced or carried out in a variety of ways. It is to be understood that the phraseology and terminology employed herein are for the purpose of description and not of limitation.
FIG. 1 and FIGS. 6a to 6e illustrate the method in accordance with the invention of constructing a modular wall 100, such as a retaining wall, by connecting pairs of wall blocks, namely facing blocks 200 and backer blocks 300 in a back-to-back arrangement with an intermediate space filled with a filler material 500. The facing blocks 200 have a decorative surface 210, in the illustrated embodiment. Each facing block 200 is connected by way of connectors 120, with at least one backer block. The facing blocks 200 and backer blocks 300 in the illustrated embodiment have rear faces 214 and 314 which are provided with a plurality of retaining structures, in this embodiment keyhole slots 102 for engagement by interlocking members of the connectors 120. The preferred connectors 120, which are discussed in more detail with reference to FIGS. 8 and 9a-9c have at least a pair of spaced apart parallel, interlocking members 122 interconnected by an intermediate rod or web 124. The interlocking members 122 each engage and are reliably held in a keyhole slot 102 provided in the rear face 214 or 314 of the wall blocks. The wall is preferably made of stacked wall blocks as illustrated in the attached Figures. For ease of use, the connectors 120 are preferably symmetrical, which means the interlocking members 122 are identical in cross-section and size, but non-symmetrical variants with interlocking members 122 of different diameter and cross-sectional shape can also be used.
FIGS. 12a and 12b illustrate an exemplary facing block 200 for use in a wall in accordance with the invention. The facing block 200 is a cast concrete block, preferably a dry cast block, which was compressed in the top to bottom direction during manufacture and has a front surface 212 and a back surface 214. However, the facing block 200 can also have a split face front surface 212, or an embossed decorative surface 212, more preferably an embossed, patterned surface. In a facing block 200 provided with an embossed or patterned front surface 212, the front surface is the top surface during molding. The facing block 200 has multiple spaced apart parallel keyhole slots 102, in its back surface 214 (bottom surface during molding of a dry cast block). Each keyhole slot 102 has a slot portion 202 penetrating the back surface 214 of the facing block 200 and a cylindrical bore portion 206 connected thereto. The interlocking members 122 of the connectors 120 are respectively inserted into the keyhole slot bore portion 206 to mount the facing blocks 200 in a back-to-back arrangement with the backer blocks 300 (see FIGS. 1 and 2). The facing block 200 is preferably sized and shaped to permit stacking into a continuous wall portion. However, the width of the facing blocks 200 is insufficient for the stacked facing blocks to function as a retaining wall. The width may even be so small that stacking the facing blocks into any wall is difficult without connecting them to backer blocks. The facing blocks 200 preferably all have a base width W and the keyhole slots 102 are preferably spaced apart by W or a multiple of W.
FIGS. 11a to 11c illustrate exemplary backer blocks 300 which may be used in a wall in accordance with the invention. In this example, the backer block 300 is a cast concrete block, preferably a dry cast concrete block, which was compressed in the top to bottom direction during manufacture and has a front surface 312 and a back surface 314. Other types of cast concrete blocks may also be used, which may be manufactured in a standard mold frame or a big board mold. The backer block 300 of FIGS. 11a and 11b has in its back surface 314 multiple spaced apart parallel retaining structures, in this embodiment keyhole slots 102. However, retaining structures in the form of keyhole shaped recesses or keyhole slots 102 can be provided on the front and back surfaces 312, 314 of the backer block, as well as in the end surface 315. Each keyhole slot 102 has a slot portion 202 penetrating the back surface 314 of the backer block 300 and a cylindrical bore portion 206 connected thereto (see FIG. 11a). The interlocking members 122 of the connectors 120 are respectively inserted into the bore portion 206 to mount the backer blocks 300 in a back-to-back arrangement with the facing blocks 200 (see FIGS. 11c and 1 and 2). The backer block 300 is preferably sized and shaped to permit stacking into a continuous wall portion. However, the width of the backer blocks 300 is insufficient for the stacked backer blocks to function as a retaining wall. The width may even be so small that stacking the backer blocks into any wall is difficult without connecting them to the facing blocks.
To facilitate the construction of curved walls, the backer block 300 preferably has shaped ends, such as rounded ends 310, or stepped ends, which allow placement of the backer blocks 300 end to end and at an angle to one another without any spacing between the ends 310. This means a curved wall made with the modular wall system of this application has a continuous back surface and no spaces or gaps, as in conventional retaining walls, which increases the overall mass and, thus, the retaining capacity and stability of the wall. In order to ensure that the backer blocks 300 can always be stacked to form a continuous wall and still each be connected to the facing blocks 200 by at least two connectors 120, the backer blocks 300 preferably have a larger number of keyhole slots 102 than the facing blocks 200. The spacing of the keyhole slots 102 in the backer blocks 300 may be less than the base width W of the facing blocks to facilitate the assembly of curved, continuous backer block walls. The spacing of the keyhole slots 102 in the backer blocks 300 may be 1⁄2W or less. This facilitates the stacking of the backer blocks 300 into a wall with no intermediate gaps or spaces, even in curved walls. Alternatively, the keyhole slots 102 in the backer blocks 300 may be spaced at W, or a multiple thereof, with the keyhole slots 102 and the facing blocks 200 being spaced at less than W, or 1⁄2W. In still another alternative, all keyhole slots 102 in all blocks are spaced at 1⁄2W.
The backer block 300 in its front surface 312 also preferably includes a set of vertical notches 330 to facilitate breaking of the block into smaller parts without the need for cutting equipment. As seen in FIGS. 11a and 11b, the notches 330 are preferably placed at 1⁄4, 1⁄2 and 2⁄3 of the length of the block. Of course, the notches 330 can be placed at any desired location in the front surface 312. The backer block 300 is preferably sized and shaped to permit stacking into a continuous wall portion. However, the width of the backer blocks 300 is insufficient for the stacked backer blocks to function as a retaining wall.
FIGS. 3a, 3b, 4a, 4b, 5a to 5c and 6a to 6e illustrate modular walls in accordance with this application and their method of assembly. The decorative facing blocks 200 and the backer blocks 300 are arranged spaced apart parallel with their back surfaces 214 and 314 facing one another. Connectors 120 are then inserted into the keyhole slots 102 to connect the facing and backer blocks in the back-to-back orientation. Each facing block 200, preferably a facing block intended for providing a decorative finish on a wall or wall block, is provided with a decorative facing surface. The modular wall 100 is preferably made of a multitude of backer blocks 300 stacked in rows to form a rear wall portion 301 and a multitude of facing blocks 200 stacked in rows to form a front wall portion 201, which wall portions are spaced apart parallel and connected in a back-to-back orientation by the intermediate connectors 120. All of the backer blocks 300 and facing blocks 200 are of a width insufficient for the first or second portions wall to individually function as a retaining wall. The facing blocks 200 have a base width W and multiple parallel keyhole slots 102 which are spaced apart by W, whereas the keyhole slots 102 in the backer blocks 300 may be spaced apart by less than W. Preferably, for the facing blocks 200, the spacing is W or a multiple of W and the spacing of the keyhole slots 102 in the backer blocks 300 is less than W preferably 1⁄2W. Keyhole slots 102 may also be spaced at 1⁄2W in both the facing and backer blocks 200, 300.
In one embodiment, the invention provides a kit for forming a retaining wall. The kit includes X facing blocks 200 and an equal number of backer blocks 300 and connectors 120 for connecting the facing and backer blocks in a back-to-back arrangement, for forming a hollow retaining wall. The facing and backer blocks are all stackable for forming a wall portion, but are of insufficient width for the wall portion to form a retaining wall. The blocks of each kit may be molded in a single mold frame 400 as shown in FIG. 13, to facilitate manufacture, packaging and transport. Molding an equal number of facing and backer blocks in the same mold frame allows the stacking of the blocks produced from each frame as consecutive layers on a pallet, thereby giving the installer of the blocks always access to the right number of facing and backer blocks at all times during installation. Preferably, the facing blocks 200 are split face blocks and are molded in pairs and subsequently split. This allows the casting of 8 blocks in each standard frame 400, two back-to-back facing block pairs 200a and four separate backer blocks 300, while otherwise only 7 blocks of 7 cm thickness could be cast.
The interconnection of the back-to-back facing and backer blocks is preferably carried out on a row by row basis, as each row of facing and backer blocks is finished, so that the connectors need not be forced through the keyhole slots of more than one block. In the alternative, only the insertion of the connectors into one partial wall is done on a row by row basis. However, this will require moving facing blocks for the other partial wall along several connectors, which may increase the time required for installation of the complete wall.
Facing blocks of different sizes can be used in the same wall as shown in FIGS. 20a and 20b. As will be apparent from the drawings, in order to facilitate the close fitting of facing blocks of different sizes, the height of all facing blocks is a multiple of a base height H, normally the height of the smallest blocks. The length of the facing blocks is a multiple of the base width W of the facing blocks, in order to ensure a close fit of all blocks in corners or at ends of the wall. The base width and length of the backer blocks preferably follows the same rules.
Jumper blocks can be included in the wall, which are larger in size than the remaining blocks and possibly rotated by 90°. When jumper blocks of the same principle construction as the surrounding blocks are used, which are rotated by 90°, the facing block back-to-back thereto is preferably installed immediately after placement of the jumper block and before the rows of blocks around the jumper block are finished. Sliding of the facing block onto the connector in the jumper block may no longer be possible once the connectors of the adjoining blocks are installed, due to their orientation perpendicular thereto. However, where jumper blocks are used which have keyhole slots oriented 90° to those of regular blocks, installation of the facing block back-to-back onto the jumper block can be carried out in the ordinary course of installation since the slots in the jumper block are then parallel to those in the surrounding blocks. In addition, connectors can be used which have a pair of connecting members oriented at 90° to one another, which assists in connecting blocks that are rotated by 90° or blocks which have vertical and horizontal connecting recesses. For added stability of the decorative wall, the connectors can be inserted into the keyhole slots so that they each engage a pair of facing blocks in vertically adjacent rows of facing blocks and thereby not only connect the first and second walls, but also the stacked rows. The alignment of consecutive horizontal rows of blocks can be offset to the back in order to create a slightly backwardly slanted retaining wall. This can be achieved with the setback structures or connectors shown in FIGS. 14a to 14f, or FIGS. 24a to 24d. 
The wall in accordance with the invention can be built in situ, and preferably uses only the facing blocks 200, the backer blocks 300, the connectors 120 and the filler material 500. Connectors of different construction are illustrated in FIGS. 7, 8, 9a and 9b, and 24a to 24d. The connectors 120 preferably all have the same basic construction with at least a pair of interlocking members 122 to engage at least a pair of blocks in a back-to-back arrangement and an intermediate connector body 124 in the form of a web or rod. The connectors can include multiple connecting members joined by multiple intermediate connector bodies 124, such as interconnecting webs, for example oriented in a crossing arrangement to provide lateral stability to the back-to-back arrangement. The connectors 120 can be made of any material sufficiently strong to reliably connect the facing and backer blocks 200, 300 of the partial walls. The connectors are preferably made of any material which will be resistant to deterioration upon exposure to the elements, soil, gravel and the like. The most preferred material is plastic, although non-corroding metal alloys or metal connectors with a non-corroding surface finish can also be used. The exact construction of the connectors 120 and their connecting ends 122 can vary widely and can be achieved through machining of materials (such as bending and welding) or with molding techniques (such as injection molding or extruding). Although the form or shape of the connecting ends 122 can vary widely, they must be of sufficient size and/or of an appropriate shape to allow insertion into the bore portion 206 of the keyhole slot 102, while preventing pulling of the connecting end 122 through the slot portion 202 of the keyhole slot 102. For the assembly of curved walls, the connectors also are preferably constructed of a material which allows lateral flexibility of the connectors so that a misaligned insertion of the connectors into the retaining structures of the facing and backer blocks is possible, while ensuring longitudinal dimensional stability. In other words, the connectors are preferably flexible, but non-extensible.
FIG. 8 illustrates a rod type connector 120 in accordance with the application. The rod type connector includes a pair of connecting ends 122, made of a bent rod with two or more undulations, welded to a rod shaped interconnecting body 124.
FIGS. 9a-9c illustrate embodiments of an injection molded type connector 120 in accordance with the application, which is preferably of symmetrical construction to facilitate its use in the decorative wall of the invention in different orientations. The connector 120 includes a planar web 124 with opposite ends 125, 126 and a stem portion 122 at each of the ends. The stem portion 122 is preferably cylindrical, for interfacing with the keyhole slots 102 in the facing or backer blocks, but can be of any shape with allows engagement with the retaining recess in a facing or backer block and prevents the connector being pulled out of the retaining recess. Although the connectors 120 shown in FIGS. 9a to 9c include interlocking members 122 in the form of generally cylindrical stems intended for being mounted to the facing blocks 200 by sliding them along the keyhole slots 102, connectors with stems of different cross-section can also be used, the only requirement being that the stems have a shape and thickness which prevents the connection being pulled through the slot portion 202 of the keyhole slot in which it is engaged. Reinforcing flanges 128 are preferably provided on the web 124 and the interconnecting members 122 preferably have flexible or spring biased locking members 129 which lock the stems in the bore portion 206 of the keyhole slot 102 to maintain the connectors 120 stationary in the blocks until the hollow wall 100 is filled with the loose filler material.
Different types of injection molded or extruded corner connectors 127 are shown in FIGS. 8, 9a and 9b. The extruded corner connectors 127 are especially economically manufactured. All corner connectors 127 have at least two interconnecting members 122 and an interconnecting body 124 which may include multiple webs 130 and reinforcing flanges 128. Furthermore, connector and retaining groove combinations other than those particularly exemplified can be used without deviating from the present invention. For example connectors of the snap in type can be used (see FIG. 10). Although corners can be formed in the modular retaining wall of this application by using these corner connectors, a different corner assembly method, which does not involve the use of specialized connectors is also part of this invention and will be described further below with reference to FIGS. 23a to 23d. 
The keyhole slots 102 in the facing and backer blocks 200, 300 will now be discussed in more detail with reference to FIGS. 1, 11a to 11c and FIGS. 12a and 12b. Each keyhole slot 102 has a slot portion 202 penetrating the rear surface 214, of a facing block 200 or the rear, front or end surface 314, 312 or 315 of a backer block 300 and a cylindrical bore portion 206 connected thereto. The cylindrical bore portion 206 is sized and shaped for receiving one of the interconnecting members 122 of the connectors. The slot portion 202 is sized and shaped for receiving the interconnecting body 124 of the connector 120, the width of the slot portion 202 being less than the size (diameter) of the connecting end 122 in order to prevent the connector 120 being pulled out of the keyhole slot 102 through the slot portion 202. For maximum flexibility in connecting the facing and backer blocks 200, 300 to one another, the blocks 200, 300 preferably have at least a pair of keyhole slots 102 in the rear surface 214, 314. When multiple keyhole slots 102 are provided, the slots are preferably parallel and equidistantly spaced on the rear surface 214, 314 of the facing and backer blocks 200, 300 or the front surface and end surface 312, 315 of the backer blocks. The slots are preferably oriented vertically or horizontally and centered on the blocks when in the installed condition. Although other orientations of the slots are possible those orientations may make assembly of the decorative wall more challenging. The keyhole slots 102 preferably extend completely across the rear surface 214, 314 of the facing and backer blocks 200, 300 or the front or end surface 312, 315 of the backer blocks. Facing and backer blocks 200, 300 with retaining structures in the form of recesses or keyhole slots 102 which extend vertically in the installed condition of the blocks are shown in FIGS. 12a to 12d. Backer blocks 300 and facing blocks with retaining recesses extending horizontally in the installed condition of the blocks are shown in FIGS. 21a to 21e respectively.
Of course, it will be readily apparent to the art skilled person that a retaining structure other than keyhole slots can be provided in the blocks 200, 300 as long as a reliable interlocking engagement between the retaining structure and the connectors respectively used is ensured. For example, the retaining structure can be in the form of a slot or bore and the connector can be a compressible/expandable connector, which is insertable into the slot or bore and locks in the slot or bore when fully inserted in order to reliably retain the connector in the slot. Alternatively, the retaining structures can be dovetail shaped slots and the connectors can have complementary connecting ends, or vice versa. In yet another alternative, the retaining structure is a protrusion 150 on the rear surface 214, 314 of a facing or backer block 200, 300 as schematically illustrated in FIG. 10. The illustrated protrusion 150 is dovetail shaped for engagement with connector 120 provided with clip shaped connecting ends 122.
FIG. 1 schematically illustrates an exemplary corner arrangement of a modular wall in accordance with the invention, wherein an end of the wall is formed with facing blocks 200. As is apparent, the facing blocks 200 are stacked to form the corner and special corner connectors 125 are used. The corner connectors 125 can extend diagonally as shown in FIG. 1 or be L-shaped and extend along the corner as shown in FIGS. 6a to 6e, 9a and 9b. 
The facing blocks 200 are preferably provided with a bevel or step at their lateral ends in order to allow for a closer fit of the facing blocks in curved wall applications (see FIG. 1). The curvature of the wall can then be adjusted by using facing blocks of different length, longer blocks being used in the outer partial wall of the decorative wall. However, the same effect can be generated with stepped ends, or blocks with a T-shaped cross-section in horizontal cross-section. Generally, the shorter the blocks, the tighter the radius that can be created.
FIGS. 14a to 14f show different retaining walls as disclosed including structures to create a setback for consecutive rows. FIGS. 14c to 14f illustrate the use of setback plugs 132 which are inserted into the keyhole slots 102 of the consecutive rows of backer blocks 300 to create a backward setback 135 (see FIGS. 14b and 14d) of consecutive rows. This setback 135 is achieved in the embodiment of FIGS. 14a and 14b by providing each backer block 300 with a downwardly extending setback nose 320 at a bottom edge of the front surface 312 of the block. The setback 135 is achieved in the embodiment of FIGS. 14c to 14f with a setback plug 132 having a Z shaped body 133 having a first leg 137 for engagement of the rear surface 314 of a first backer block 300a and an offset second leg 138 for engagement of the rear surface 314 of a second backer block 300b stacked on top of the first backer block 300a and a central web 139 creating the offset between the legs 137, 138 and, thus, the offset 135 between successive rows of backer blocks 300. The setback plug 132 further includes an interlocking member 134 for engagement of the keyhole slot 102 and may also include a stiffening web 136 for support of the second leg 138.
To ensure a proper end-to-end placement of the backer blocks 300 and to reliably form a continuous rear wall portion of backer blocks, the ends of the backer blocks 300 can be connected by end connectors 140 inserted into keyhole slots 103 provided in the end surfaces 315 of the backer blocks 300, as illustrated in FIGS. 15a to 15c. The term continuous wall portion as used here refers to a wall portion made with stacked blocks (facing or backer blocks) which are stacked end-to-end with little or no intermediate spacing so that loss of the loose filler material in the intermediate space between the front and rear portion walls is prevented. It is understood that the finer the filler material the tighter the required end-to-end fit of the blocks.
FIGS. 16a and 16b illustrate different principles of vertically interlocking or connecting successive rows of facing or backer blocks. Connecting studs 160 can be used which have a generally cylindrical body 162 for insertion into the bore portion 206 of the keyhole slots 102 of vertically adjacent blocks 200, 300. A central flange 164 on the body 162 is sandwiched between the vertically adjacent blocks in the installed condition, which prevents sliding of the connecting stud 160 in the bore portion 206.
FIGS. 17a to 17c illustrate the principle of supporting a coping or wall cap 360 having a depth smaller than the wall assembly, using a specialized connector 340.
FIGS. 18a to 18b illustrate special facing blocks 200b and 200c for use in a wall in accordance with this application. The facing block 200b can be of natural or synthetic material, such as wood, steel, stone, etc., but is preferably a slab of natural stone which has a front surface 212a and a back surface 214a. The facing block 200b has multiple spaced apart parallel dovetail shaped retaining slots 102a cut into its back surface 214a. Each retaining slot 102a receives a connector 180 with a dovetail shaped protrusion 182 to engage the retaining slot 102a and a keyhole slot 102 for receiving the connecting portion 122 of a connector 120. The keyhole slot has a slot portion 202 and a cylindrical bore portion 206 connected thereto. The facing block 200b is preferably sized and shaped to permit stacking into a continuous wall. However, the width of the facing blocks 200b is insufficient for the stacked facing blocks to function as a retaining wall.
FIGS. 19a to 19c illustrate a decorative freestanding wall made with hardsplit facing blocks.
FIGS. 20a and 20b illustrate a concrete panel wall system with facing and backer blocks of different sizes.
FIGS. 21a to 21e illustrate different orientations of the interlocking between the connectors 120 and the blocks 200, 300, wherein the connectors can have interlocking members 122 at opposite ends of the connector body 124 which are oriented at 90° to one another. The keyhole slots 102 in the facing blocks 200 and/or the backer blocks 300 can be extending in horizontal or vertical direction in the installed condition of the blocks.
The invention also provides an assembly method for assembling a modular retaining wall in accordance with the invention the wall a preselected height H and total mass per unit length. FIGS. 22a and 22b respectively show retaining walls of different height and mass, made of identical facing blocks 200 and backer blocks 300, but using connectors 120 of different length and different amounts of the same filler material. The mass of the different walls is determined solely by the length of the connectors and the amount of the filler material. The method includes the steps of obtaining a plurality of the facing blocks 200, each having a known mass, obtaining a plurality of the backer blocks 300, each having a known mass, stacking the facing and backer blocks in a back-to-back orientation to form a continuous front wall portion 201 of facing blocks and having the preselected height H and a continuous rear wall portion 301 of backer blocks having the preselected height H, connecting the front and rear wall portions 201, 301 during stacking of the facing and backer blocks by connecting the back surface 214 of each facing block 200 in the front wall portion 201 with the back surface 314 of a least one backer block 300 in the rear wall portion 301 with a connector 120 for connecting the front and rear wall portions in the back-to-back orientation for forming an interior space for receiving a filler material 500 of known density, and filling the interior space with the filler material. The filler material is a loose filler material loose filler material, such as earth, sand gravel, crushed stone, or the like, which can be easily poured into the intermediate space and have a known density. Most preferred are free-running materials, such as gravel, crushed stone, or the like to reliably and completely fill the intermediate space.
In order to achieve a preselected total mass, the method of the invention includes the further steps of determining a first mass per unit length of the front wall portion 201, determining a second mass per unit length of the rear wall portion 301, determining a required volume of the filler material 500 needed per until length of the wall to provide a mass of filler material equal to at least a difference between the total mass per unit length and the sum of the first mass and second mass per unit length, and selecting the length of the connectors so that the interior space has a volume at least equal to the required volume. With this method, retaining walls of any desired height and mass can be achieved, always using the identical facing and backer blocks components which can be installed manually. More importantly, this method allows the construction of retaining walls of a height and mass previously not possible with manually installed monolithic retaining wall blocks, whether solid or hollow.
In one embodiment of the method, facing blocks are used which are cast concrete blocks with a back surface and a patterned decorative front surface, preferably dry cast concrete blocks with an embossed, patterned decorative front surface. In this embodiment, the backer blocks are also cast concrete blocks, preferably dry cast concrete blocks.
In another embodiment, the invention provides a method for forming a corner assembly in a modular retaining wall in accordance with the invention, as will be discussed in more detail in the following with reference to FIGS. 23a to 23d. The term corner in this context defines an area of intersection or overlap between a pair of first and second intersecting walls, which meet at a point. In the illustrated corner assembly which includes the first and second intersecting walls 100a and 100b, each intersecting wall is built in accordance with the invention and has facing blocks 200, backer blocks 300 and interconnecting connectors 120 to define an intermediate space I for filling with loose filler material (not shown for illustration purposes). For the formation of the corner assembly, the method includes the steps of placing, at the corner, at least one of the backer blocks of the first intersecting wall within the intermediate space of the second wall. Preferably, the method further includes the step of placing, at the corner, at least one of the backer blocks of the second wall within the intermediate space of the first wall.
In one embodiment of the corner assembly method, the steps of placing the at least one backer block of the first wall and placing the at least one backer block of the second wall are carried out for each horizontal row of backer blocks.
In another embodiment of the corner assembly method, in each row of backer blocks, the row of backer blocks of one of the first and second walls is continuous with the backer block placed within the intermediate space of the other of the first and second walls at the corner. This is illustrated in FIGS. 23a and 23b, wherein one of the intersecting walls has a continuous row of backer blocks (circled area) which extends all the way to the back surface of the facing block row in the other intersecting wall. The row of backer blocks which is continuous at the corner is preferably alternated between the first and second intersecting walls for consecutive horizontal rows of backer blocks, as illustrated in FIGS. 23c and 23d. In order to avoid special interference between the intersecting connectors 120 from the first and second intersecting walls at the corner, the connectors are either offset in height so that the connecting ends 122 respectively engage consecutive rows of facing and backer blocks, or special connectors 120b are used which can be broken in half. Such a connector 120b is shown in FIG. 24b, which connector can be split by bending along the connecting tabs 120a. 
FIGS. 24a to 24d illustrate a retaining wall with setback, wherein the setback is achieved similar to the manner illustrated in FIGS. 14a to 14f, except that the setback or offset between consecutive rows of facing and backer blocks is achieved not with a separate setback plug, but with a connector 120 including a setback leg 129 integrated into that end of the connector intended to interlock with the backer block. In the installed condition of the connector as illustrated in FIGS. 24c and 24d, the connector is interlocked with a first backer block 300a and the setback leg 129 engages the rear surface 314 of a second backer block 300b stacked on top of the first backer block 300a. 
While the invention has been described with a certain degree of particularity, it is understood that the invention is not limited to the embodiments set forth herein for purposes of exemplification, but is to be limited only by the scope of the attached claims, including the full range of equivalency to which each element thereof is entitled.
The above-described embodiments of the present invention are intended to be examples only. Alterations, modifications and variations may be effected to the particular embodiments by those of skill in the art without departing from the scope of the invention, which is defined solely by the claims appended hereto.

## Claims

1. A modular retaining wall of preselected height and mass per unit length for retaining loose material of equal or lesser height, consisting of
a plurality of individual concrete backer blocks individually placed against the loose material to be retained, without embedding the backer blocks into the material to be retained, and stacked into a continuous single rear wall portion of the preselected height and a first mass per unit length;
a plurality of individual concrete facing blocks exposed on a front face of the retaining wall and individually stacked into a continuous front wall portion of the preselected height and a second mass per unit length;
a plurality of individual connectors extending between opposing back surfaces of the facing and backer blocks for connecting each concrete facing block with at least one concrete backer block in a back to back arrangement and maintaining the front and rear wall portions in a spaced apart position in which the front and rear wall portions define an intermediate space; and
a fill of loose filler material at least partially filling the intermediate space, a sum of the first and second mass being less than the total mass and the fill having a third mass per unit length constituting at least the remainder of the preselected total mass per unit length;
wherein the facing blocks, the intermediate space and the loose filler material are separated by the backer blocks from the material to be retained.

2. The modular retaining wall of claim 1, wherein the concrete facing blocks have a first width, the concrete backer blocks have a second width, and the connectors have a length exceeding the sum of the first and second width.

3. A modular retaining wall of preselected height and mass per unit length for retaining loose material of equal or lesser height, consisting of
a plurality of individual concrete backer blocks placed against the loose material to be retained, without embedding the backer blocks into the material to be retained, and stacked into a continuous single rear wall portion of the preselected height and a first mass per unit length;
a plurality of individual concrete facing blocks exposed on a front face of the retaining wall and stacked into a continuous front wall portion of the preselected height and a second mass per unit length;
a plurality of individual connectors extending between opposing back surfaces of the facing and backer blocks for connecting each concrete facing block with at least one concrete backer block in a back to back arrangement and maintaining the front and rear wall portions in a spaced apart position in which the front and rear wall portions define an intermediate space; the concrete facing blocks have a first width, the concrete backer blocks have a second width, and the connectors have a length exceeding the sum of the first and second width and
a fill of loose filler material at least partially filling the intermediate space, a sum of the first and second mass being less than the total mass and the fill having a third mass per unit length constituting at least the remainder of the preselected total mass per unit length; wherein the facing blocks, the intermediate space and the loose filler material are separated by the backer blocks from the material to be retained and the connectors connect to retaining structures which are one of a retaining protrusion on a back surface of the concrete facing blocks and a back surface of the concrete backer blocks and a retaining recess in the back surface of the facing or backer blocks.

4. The modular retaining wall of claim 3, wherein the retaining recesses are oriented to extend vertical or horizontal in an installed condition of the blocks.

5. The modular retaining wall of claim 3, wherein the concrete facing blocks have a base width W and the retaining structures in the facing blocks are spaced at 1W.

6. The modular retaining wall of claim 5, wherein the retaining structures in the concrete backer blocks are spaced at 1W or less.

7. The modular retaining wall of claim 3, wherein the retaining structures are retaining recesses constructed as keyhole slots and each connector has a central portion with opposite, terminally positioned and enlarged terminal portions forming the first and second interlocking members respectively, or the retaining structures are retaining protrusions constructed as dovetail protrusions and each connector has a central portion with opposite terminal portions for respectively interlocking with one of the dovetail protrusions.

8. The modular retaining wall of claim 7, wherein the central portion is a planar central web and each interlocking member is shaped and constructed for interlocking engagement with a keyhole slot.

9. The modular retaining wall of claim 3, wherein the sum of the first and second mass is less than half of the total mass.

10. The modular retaining wall of claim 1, wherein the connectors each have at least two connecting ends for respective interlocking engagement with one facing block and one backer block and each of the concrete facing and backer blocks having multiple spaced apart retaining structures for respectively receiving one of the connecting ends.

11. A retaining wall arrangement including first and second retaining walls intersecting at a corner, each of the first and second retaining walls consisting of
a plurality of individual concrete backer blocks individually placed against the loose material to be retained, without embedding the backer blocks into the material to be retained, and stacked into a continuous single rear wall portion of the preselected height and a first mass per unit length;
a plurality of individual concrete facing blocks exposed on a front face of the retaining wall and individually stacked into a continuous front wall portion of the preselected height and a second mass per unit length;
a plurality of individual connectors extending between opposing back surfaces of the facing and backer blocks for connecting each concrete facing block with at least one concrete backer block in a back to back arrangement and maintaining the front and rear wall portions in a spaced apart position in which the front and rear wall portions define an intermediate space; and
a fill of loose filler material at least partially filling the intermediate space, a sum of the first and second mass being less than the total mass and the fill having a third mass per unit length constituting at least the remainder of the preselected total mass per unit length;
wherein the facing blocks, the intermediate space and the loose filler material are separated by the backer blocks from the material to be retained.

12. The retaining wall arrangement of claim 11, wherein at least one of the backer blocks of the first wall at the corner is positioned within the interior space of the second wall.

13. A retaining wall arrangement including first and second retaining walls intersecting at a corner, each of the first and second retaining walls consisting of
a plurality of individual concrete backer blocks placed against the loose material to be retained, without embedding the backer blocks into the material to be retained, and stacked into a continuous single rear wall portion of the preselected height and a first mass per unit length;
a plurality of individual concrete facing blocks exposed on a front face of the retaining wall and stacked into a continuous front wall portion of the preselected height and a second mass per unit length;
a plurality of individual connectors extending between opposing back surfaces of the facing and backer blocks for connecting each concrete facing block with at least one concrete backer block in a back to back arrangement and maintaining the front and rear wall portions in a spaced apart position in which the front and rear wall portions define an intermediate space; and
a fill of loose filler material at least partially filling the intermediate space, a sum of the first and second mass being less than the total mass and the fill having a third mass per unit length constituting at least the remainder of the preselected total mass per unit length;
wherein the facing blocks, the intermediate space and the loose filler material are separated by the backer blocks from the material to be retained, wherein at least one of the backer blocks of the first wall at the corner is positioned within the interior space of the second wall and at least one of the backer blocks of the second wall at the corner is positioned within the interior space of the first wall.

14. The retaining wall arrangement of claim 13, wherein for each horizontal row of blocks at least one backer block of the first wall is placed within the interior space of the second wall and at least one backer block of the second wall is placed within the interior space of the first wall.

15. The retaining wall arrangement of claim 14, wherein at the corner and in each row of backer blocks, the row of backer blocks of one of the first and second walls is continuous with the at least one backer block placed within the interior space of the other of the first and second walls.

16. The modular retaining wall of claim 1, wherein the filler material is coarse filler material.

17. The modular retaining wall of claim 16, wherein the filler material is crushed stone.

18. A retaining wall arrangement including first and second retaining walls intersecting at a corner, each of the first and second retaining walls consisting of
a plurality of individual concrete backer blocks placed against the loose material to be retained, without embedding the backer blocks into the material to be retained, and stacked into a continuous single rear wall portion of the preselected height and a first mass per unit length;
a plurality of individual concrete facing blocks exposed on a front face of the retaining wall and stacked into a continuous front wall portion of the preselected height and a second mass per unit length;
a plurality of individual connectors extending between opposing back surfaces of the facing and backer blocks for connecting each concrete facing block with at least one concrete backer block in a back to back arrangement and maintaining the front and rear wall portions in a spaced apart position in which the front and rear wall portions define an intermediate space; and
a fill of loose filler material at least partially filling the intermediate space, a sum of the first and second mass being less than the total mass and the fill having a third mass per unit length constituting at least the remainder of the preselected total mass per unit length;
wherein the facing blocks, the intermediate space and the loose filler material are separated by the backer blocks from the material to be retained; and
at least one of the backer blocks of the first wall at the corner is embedded wholly within the filler material in the interior space of the second wall.