Abstract: Disclosed is an economical and effective way of producing a modular retaining wall, 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 connectors in a back to back, spaced apart arrangement, thereby forming a hollow retaining wall. The hollow wall can be filled with loose filler material to increase the mass and retaining capacity of the wall. 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.

Abstract: An earthwork basket including a wire or mesh cage or basket and a synthetic turf liner. The basket has at least two sides and the synthetic turf liner is affixed to at least one side thereof.

Abstract: A civil engineering work (1) comprising a front face (9), a facing (3) having a back surface (32) and a front surface (31) that is substantially the same as said front face (9) of the work, a fluid-tight covering (4) on the back surface, a fill (2) arranged behind said fluid-tight covering (4), and an anchoring device (6) ensuring a mechanical linkage between the facing (3) and the fill (2), with said facing (3) comprising a cavity (5) inside of which a portion of the fluid-tight covering (4) is arranged to form a recessed space into which is inserted an anchoring element (16) that is a part of said anchoring device (6), and a method for implementing such a work.

Abstract: An improved method for attaching a geosynthetic strip to a plurality of fact panels of a retaining wall. The method first begins by providing a plurality of stackable face panels, each face panel having a plurality of connector loops fixed with the back portion of the face panels. Each of the connector loops for a horizontal loop extending outwardly generally perpendicular to the back portion of the face panel. Next, a first tier of face panels is disposed at the bottom of the embankment being erected. Soil is then back-filled behind the first tier of panels to a level of the connector loops disposed within the first tier of face panels. A geosynthetic strip, which extends perpendicularly from the back portion of the face panels into the soil embankment, is positioned so that a plurality of geosynthetic strips aligns with the connection loops.

Abstract: The invention relates to reinforced structures in the ground, including an embankment, a facing (4) placed along the front surface of the structure, an anchoring element (6) including a projecting element (8), which projects relative to an inner surface of the structure and an attachment element (10), and a stabilization element (12) including at least two longitudinal portions (14, 16) continuously connected together by an elbow portion (18), said elbow portion being delimited by a throat (20) forming, together with said elbow portion, an anchoring space suitable for receiving the attachment element of the anchoring element, the anchoring space and the attachment element being shaped so as to limit the movement of the stabilization element in every direction substantially parallel to the longitudinal direction of the stabilization element (12).

Abstract: The present disclosure provides embodiments directed to earth reinforcement. The present embodiments can be made from used tire threads or equivalent new material. Used tires are particularly advantageous as they are relatively inexpensive materials and results in the added collateral benefit of repurposing materials that would otherwise be destined for disposal in landfills. The embodiments are easily constructed, can be made from non-corrosive materials, and can be assembled at the site of deployment.

Abstract: A retaining wall system for mechanically stabilizing an earthen wall is provided. The system comprises a plurality of modular block members that may be assembled in a number of desired states or orientations. Tieback members for supporting the wall and related fill are provided and the wall comprises interconnection members for the tieback members.

Abstract: A three dimensional structural unit includes at least one face having a rotational tessellation. The at least one face has at least two irregular sides extending there from. At least one of the sides has connectors adapted to align adjacent units.

Abstract: A retaining wall system has a plurality of pilasters, a plurality of spiralnails, a wire truss system, and a plurality of face panels. The plurality of pilasters are horizontally spaced along the earthen embankment, and each have an elongate pilaster body that is vertically mounted on the earthen embankment. The plurality of spiralnails that have each been driven into the earthen embankment are attached to one of the plurality of pilasters to anchor the pilasters in the earthen embankment. The wire truss system is operably mounted on the plurality of pilasters, and includes a pilaster attachment portion, a wire lattice body with a V-shaped portion, and an interlocking portion that interlocks with at least one adjacent truss element. The plurality of face panels are operably attached to the wire truss system to cover the V-shaped portions of the truss elements.

Abstract: The present invention relates to a method for erecting a building structure with construction elements, wherein the construction elements comprise block-shaped bags filled with filling material and having an upper side, a lower side, a front side, a rear side, a right end surface and a left end surface, and wherein the block-shaped, bag-like construction elements of a first type are basic wall elements provided with connecting flaps at least close to the two end surfaces; the method comprising at least the steps of: —arranging at least two basic wall elements adjacently of each other on a ground surface, wherein the right end surface of the first basic wall element and the left end surface of the second basic wall element are placed close to each other; —placing against each other the connecting flaps of respectively the first and second basic wall elements situated close to the end surfaces placed closely together; and—mutually connecting the connecting flaps.

Abstract: A block combinable with other similar blocks to form a wall comprises a front surface; a top surface including a plurality of bosses, two or more of which are located adjacent each other in a direction along the front surface; and a bottom surface including a groove that has a floor. Each of the two or more bosses of the top surface includes a summit, and the summit of each define a plane. When the block is placed on another similar block such that the bottom surface of the block and a top surface of the other similar block oppose each other to form an interface region, the groove holds two or more bosses of the other similar block that are included in the other similar block's top surface, and the floor does not intersect the plane defined by the two or more bosses of the other similar block.

Abstract: A system and method provides for repair/reconstruction of bridge and culvert constructions. Geosynthetically confined soils are used in combination with soil nails. The soil nails provide additional tensile strength below the areas reinforced with the geosynthetically confined soils. The soil nails may include both horizontal and vertical soil nails. Various forms of vertical tensioning support can be provided to include soil nails, micro-piles, sheet piling, and the like. The confined soils are installed at locations under and adjacent to the man made constructions, and can be provided in both symmetrical and asymmetrical configurations. For bridge constructions, the confined soils may be installed at a desired depth under the bridge girders, and under other primary support members of the bridge. Horizontal nails may be installed under and adjacent to the confined soils.

Abstract: A facing element (10) for reinforced soil structure comprising: a first face (12) comprising at least a connecting member (14) configured to connect to said facing element at least one reinforcement member intended to reinforce the reinforced soil, a second face (16) on which at least a protective membrane is intended to be applied, said second face is opposed to the first face, said second face has an essentially plane surface and comprises at least a fixing portion, the fixing portion comprising: —a contact surface (18) projecting from the plane surface of the second face, a fastening element (20) anchored in the facing element and a tightening element (22) engageable with the fastening element so as to fix the protective membrane between said tightening element and said contact surface.

Abstract: This invention relates to a composite bag for use in earth bag construction systems such as backfill pack systems in underground mines and a construction system using such bags. The composite bags each comprises a pair of long, narrow inner bags of woven polypropylene located longitudinally within and constrained along their length by an outer bag of woven polypropylene. In use, the composite bags are laid flat on top of one another on a working surface (for instance the footwall in an underground mine). The bags could be glued or otherwise attached to one another in this configuration. Tie elements, such as timber elongates, are threaded through aligned slits spaced apart along the length of the bags. The elongates are set against the hanging wall and a backfill slurry is pumped into the inner bags. As each inflating composite bag expands, the slurry water weeps from the bags which rise up the timber elongates during the pumping process.

Abstract: A retaining wall having a plurality of courses of retaining wall blocks including a first upper course and a second lower course. Each retaining wall block has opposed front and rear faces, opposed first and second side surfaces, and opposed and substantially parallel upper and lower surfaces, and at least one weight bearing pad extends from one of the upper and lower surfaces. The at least one weight bearing pad extends substantially from the rear face to the front face of the block. The weight bearing pads are the only areas of contact between the blocks in the first upper course and the blocks in the second lower course.

Abstract: The present invention relates to a gabion deployment platform for storing a folded multi-compartment gabion and from which the gabion can be deployed, the deployment platform comprising: a base element for supporting the folded multi-compartmental gabion, the base element comprising a first member configured to extend along at least a part of a first side of said folded multi-compartment gabion, and a second member, extending transversely from said first member, said second member configured to extend along at least a part of a second side of said folded multi-compartmental gabion; and at least one retaining element, coupled at a first end thereof to said base element, said at least one retaining element being releasably attached, connected or retentively engaged, at least at one point of said at least one retaining element, by way of at least one releasable attaching, connecting or retentive engaging means, to a portion of a compartment of said folded multi-compartment gabion, said at least one retaining ele

Abstract: A system of retaining wall blocks suitable for constructing a retaining wall comprising a modified arc segment shape cap block, a modified arc segment shape first wall block, and a modified arc segment shape second wall block.

Abstract: A retaining wall block, a retaining wall system, and method of constructing a retaining wall are provided. The retaining wall block has a pair of top projections, a top groove, a pair of bottom grooves and a bottom protrusion to connect one retaining wall block to another. The block is connectable to another block in one of a first position where front faces of the block and the other block are aligned, and a second position where the front faces of the block and the other block are offset.

Abstract: In casting concrete retaining wall blocks, a plurality of mold inserts form a passage between top and bottom surfaces of the block, a recess in the block top between the passage and the back of the block and a recess in the bottom of the block between the passage and the back of the block. The recesses and the passage are formed by a plurality of mold inserts. When the blocks are used in a retaining wall, geogrid fabric passes from the rear of the wall through one of the recesses in a block, through the passage in the block and through the other recess in the block into backfill for stabilizing the wall. The recesses and passage are designed so that any concrete flashing formed between abutting mold inserts is not contacted by the geogrid fabric.

Abstract: A retaining wall system is provided for mechanically stabilizing an earthen wall. The system comprises anchor receiving channels, anchoring tie back strips, and a plurality of connecting anchors. A face panel comprises at least one fastener receiving channel and a prefabricated wall fascia panel. Tie back members extend from the wall panels and are to be embedded within the earthen soil or backfill material thereby securing the tie backs and the wall panels in a fixed assembled, position.

Abstract: A multi-component segmented retaining wall (SRW) block that may form a mortarless retaining wall. Each SRW block includes an interlocking face unit and an anchor unit that together form a vertically oriented hollow core bounded by the inner walls of the face unit and the anchor unit. Each face unit and anchor unit pair are interlocked by complementary connector elements.

Abstract: A system for reinforcing and facing a wall comprises a plurality of facing baskets and corresponding substantially horizontal reinforcing members, arranged in a plurality of layers. An impermeable membrane is positioned to uninterruptedly span two or more layers. At each of one or more layers, different portions of the impermeable membrane are positioned (a) between the substantially horizontal portion of the facing basket and the bottom surface of the corresponding reinforcing member, (b) around the outer end of the corresponding reinforcing member, (c) along the top surface of the substantially horizontal portion of the facing basket, and (d) angled upward toward an adjacent layer.

Abstract: The invention relates to a method for modifying a reinforced soil structure, said structure comprising: a fill, a first facing including an outer face defining the front face of the structure, and at least one stabilization element connected to the first facing and extending in a reinforced area of the fill located behind the front face of the structure, the modification method including the steps of arranging a second facing along the outer face of the first facing, disconnecting the stabilization element from the first facing, connecting the stabilization element to the second facing.

Abstract: A block for forming a structure, said block comprising a top, a bottom, a front wall, a back wall and two side walls, said block having disposed proximate the top at least one projection, said block having disposed proximate the bottom thereof at least one recess, wherein when the structure is formed from a plurality of said blocks, said at least one projection of one block engages with said at least one recess of another block.

Abstract: An irregular trapezoidal structural unit configured to be arranged with other like units in courses to form a structure comprises opposing upper and lower surfaces, opposing irregular front and rear faces, and irregular opposed side faces. The side faces each include a general S-shape mating section that are translated images of each other such that each side of the unit will mate with either side face of another like unit. The front and rear faces optionally include S-shaped mating sections that are translated images of each other. Structures are formed in courses by arranging units side to side along a line to form at least a first course, wherein adjacent side faces mate and interlock. Optionally, a second course is disposed laterally adjacent the first course wherein adjacent front and rear faces mate and interlock. Additional courses can be added on top of the other courses forming wall structures.

Abstract: A shoring box system (10) for use in a ground trench (60) includes a pair of shoring panels (12) and a number of elongate props (22). The props are attached to the two shoring panels to maintain the panels in an erected position in which they are spaced apart, with an open zone (19) between the panels. The props can be detached from the shoring panels while the shoring panels are in the erected position. In an embodiment each panel is hollow and has a lower opening (36) with a closure flap (38) for closing the opening, to enable filling material in the hollow to pour from the panel as it is removed from the trench. Also in an embodiment, each shoring panel is tapered in a downward direction.

Abstract: A variable retaining wall system may include a block having a top, a bottom, and a hollow core area. At least one set of setback knobs may attach to the block. The at least one set of setback knobs may include a primary set of setback knobs and a secondary set of setback knobs of a different angle than the primary set of setback knobs. The at least one set of setback knobs may be removable.

Abstract: A reinforced soil structure including a fill (1), a facing (3) placed along a front face of the structure, at least one main reinforcement member (2, 9, 26) connected to the facing and extending through a first reinforced zone (Z1) of the fill situated behind the front face, and at least one secondary reinforcement member (6) disconnected from the facing and extending from the facing in a second reinforced zone (Z2) of the fill, which has, with said first reinforced zone (Z1), a common part (Z?), wherein the secondary reinforcement member (6) extends into the fill (1) up to a distance substantially shorter than the main reinforcement member (2, 9, 26), with respect to the front face and wherein the stiffness of the secondary reinforcement member (6) is lower or equal to the stiffness of the main reinforcement member (2, 9, 26).

Abstract: A wall block having at least one weight bearing pad on an upper or lower surface of the block and a compression head and methods of making the block and making walls with the block.

Abstract: The invention relates to a method of fabricating a retaining wall (20), the method comprising: a step of making an untreated wall (10) in ground (S), comprising a step of digging a trench in the ground and a step of simultaneously mixing the ground in situ with a binder; and a step of excavating a volume of ground adjacent to the untreated wall so as to uncover a surface (16) of the untreated wall. The invention is characterized by the fact that said method further comprises: a step of treating the untreated wall during which a protective treatment substance comprising a polymer substance is applied to said surface in such a manner as to obtain a retaining wall of thickness (e5) that is substantially equal to the thickness (e1) of the untreated wall.

Abstract: A retaining wall (10) is disclosed having multiple piles (11) and multiple panels (12) mounted uprightly to the piles for lateral, pivotal movement. Each panel has a body portion (13) and an end hinge (22) mounted to each side end (18). Each hinge includes hinge barrels (23) adapted to conform with the laterally opposing binge barrels and spaces (24) located at the opposite end of another panel.

Abstract: The invention relates to apparatus and methods and kits for constructing walls such as diaphragm walls comprising one or more panels and walls so constructed. In particular the invention relates to apparatus, methods and diaphragm walls having a guideway along a height of a first wall of a pane). More particularly, the invention relates to an apparatus for constructing a diaphragm wall comprising: a guideway tube along a height of a first wall of a first concrete panel; a sacrificial wall element in the guideway tube that extends along the tube and about a portion of a periphery of the tube; a cutting mechanism for cutting along the height of a first wall of the first concrete panel, the cutting mechanism being arranged to cut along the height of the wall of the first concrete panel and along the sacrificial wall element of the guideway tube so as to cut away at least part of the sacrificial wall element of the guideway tube along at least part of the height of the first wall.

Abstract: A facing element (34) for use in a stabilized earth structure where the facing element comprises at least a hollow part (37) with an opening (36) on the rear face (32) wherein a cylindrical core (5) is arranged at least partly in the hollow part (37) and consists of two continuous parts (51, 52) where the first part (51) has a continuously decreasing size to an extremity (54) and the second part (52) has a continuously constant and/or decreasing size to an extremity (55) and wherein: L2?1.2×d1; and A>0.24×d12; wherein: L2 is the distance between the extremity (54) of the first part (51) and the rear face (32); d1 is the width of the cylindrical core (5) at the extremity (54) of the first part (51); A is the area of the cross section of the cylindrical core (5) in the plane (X, Z). Improved anchoring properties are accordingly obtained.

Abstract: Reinforcement system for concrete panel wall, such as I-type flood wall, includes high tensile strength textile attached to wall by adhesive and reinforced by mechanical fasteners. Most preferred embodiment comprises a strip of fiber reinforced plastic spanning multiple panels, with the grain of the textile material extending horizontally. Alternative embodiment includes vertical FRP with bias-grain textile. Fasteners are preferably ductile fiber anchors.

Abstract: A retaining wall system employs a wall structure, at least one grid member, and first and second rods. The wall structure comprises a wall member and a plurality of wall loops. The first and second rods extend between at least two of the plurality of wall loops. At least portions of at least one of the first and second rods may pass through the wall loops. A grid member is arranged at least partly around one of the first and second rods such that tension applied to one grid member causes one grid member to engage the first and second rods to increase friction between the at least one grid member and the first and second rods. One of the first and second rods is inserted at least partly through one of the wall loops to transfer tension loads on one grid member to the wall member.

Abstract: A double-wall structure, such as a fence wall or a parapet wall, has two back-to-back walls each constructed of successive courses of concrete wall blocks dry-stacked one atop another with each succeeding course set back relative to the immediately preceding course so that the two walls converge upwardly towards one another and are capped at the top by cap blocks. Each wall block has protuberances that protrude upwardly from the top face of the block and a groove provided in the bottom face thereof. The groove is located and dimensioned relative to the protuberances so that the grooves of wall blocks in each succeeding course engage with the protuberances of wall blocks in the immediately preceding course to establish the setback distance between abutting courses of wall blocks.

Abstract: A soil reinforcing element for use in a mechanically stabilized earth structure is disclosed. The soil reinforcing element may include a pair of longitudinal wires extending substantially parallel to each other and having a connection end. A plurality of transverse wires is coupled to the pair of longitudinal wires and laterally-spaced from each other, thereby forming a welded wire gridworks. To increase the tensile capacity of the soil reinforcing element and also improve pullout valued from the backfill, the soil reinforcing element is made of positively deformed wire or bar stock. An end connector is coupled to the connection end and facilitates connection of the soil reinforcing element to a vertical facing.

Abstract: A building block assembly is provided comprising a building block and a seal. In one embodiment, the building block comprises a first surface, and the first surface has a groove. The seal is movable from a first position to a second position. In the first position, the seal is retracted into the groove, and in the second position the seal is extended outside the groove. In another embodiment, the seal is connected to the building block, and the seal at least partially encases a fluid sealant.

Abstract: An attenuating element includes a head part, neck part and base part. The neck part is narrower compared to the head part and neck parts of adjacent attenuating elements form a continuous channel. Via the head parts, this channel is connected so that the cross-sectional area of the head parts is smaller than the cross-sectional area of the base parts. In this way, a water-control structure, sound-attenuating wall and the like can be provided. Such attenuating elements can be produced in a very simple manner by dividing them vertically and producing each of the vertical parts from concrete in a mould.

Abstract: The present invention provides a foundation-unit structure of a structural object such as a retaining wall installed fixedly on a foundation ground, in which the foundation ground is formed therein with a concavity, a sliding resistive element is placed within the concavity, and at least the front surface side of the sliding resistive element is filled with a grain-sized material so as to form a layer thereof, and an internal frictional angle of the grain-sized material forming the grain-sized material layer is equal to or greater than that of a grain-sized material comprising the ground and supporting the grain-sized material layer, and the grain-sized material layer exerts a reaction force (passive) via the sliding resistive element so as to reinforce a sliding resistance of the structural object mounted on the grain-sized material layer. In this way, a retaining wall excellent in a sliding preventive function is provided.

Abstract: A multi-component segmented retaining wall (SRW) block that may form a mortarless retaining wall. Each SRW block includes an interlocking face unit and an anchor unit that may be interlocked by complementary connector elements. The face units each have a front face that has one or more coplanar stacking surfaces to provide greater stability when the face units are stacked for shipping.

Abstract: A device for supporting the walls of an excavation includes first and second opposing support panels that are spaced apart from one another by front and rear pairs of laterally extending separation members. Each support panel includes an outwardly bowed skin plate and a plurality of horizontal and vertical members secured to the inner surface of the skin plate for structural support. Each support panel additionally includes an inwardly bowed truss strap that is secured to the inner surface of the skin plate at its ends. In use, the truss strap serves to convert radial forces applied to the outer surface of the skin plate into tensile forces extending along the length of the strap. Accordingly, the outward radial curvature of the skin plate and the inclusion of the truss strap together serve to minimize the risk of panel deformation during use.

Abstract: A retaining wall system comprising an earth structure defining an earth surface, a wall system arranged on the earth surface, and a backfill structure arranged on the earth surface behind the wall system. The backfill structure comprises a base portion, a plurality of backfill members, and a cap portion. The base portion comprises at least one layer of loose backfill material. The plurality of backfill members are arranged in at least one course on top of the base portion. The cap portion comprises at least one layer of loose backfill material.

Abstract: Disclosed herein are various embodiments of systems related to modular earth retaining wall systems. In one embodiment, among others, a precast retaining wall block configured for assembly into a retaining wall includes a front face portion, a web portion extending outwardly from a rear surface of the front face portion, a rear panel portion, and a geogrid material wrapped around the rear panel portion and extending outwardly from the rear panel portion. The web portion includes a vertical center portion and protrusions extending outwardly from the lower sides of the vertical center portion. The protrusions may be triangular.

Abstract: One embodiment of a system of the present disclosure can be implemented as follows. A plurality of wall blocks are stacked to form at least a portion of a retaining wall, each wall block having an interior face, an exterior face; a top surface, and a bottom surface. The system further includes retaining means for securing at least one reinforcement member between stacked wall blocks, the retaining means including a pair of reinforcement member retaining bars that are positioned within a slot crossing the transverse length of the top surface of at least one wall block. A first of the retaining means secures the at least one reinforcement member against the bottom of the slot and a second of the retaining means secures the first retaining members against the side of the slot, such that the at least one reinforcement member is additionally secured between the pair of retaining means. Other systems and methods are also provided.

Abstract: A flood wall system and method of constructing same, including providing a first main panel section; attaching sleeves to each side of a main panel prior to configuring the final chamber; providing two sleeves of fabric at the upper opening of each chamber for supporting the chambers while the chambers are being filled with materials such as sane; providing a series of chambers sewn together to define a continuous cellular wall; the final chamber having a horizontal height two feet longer (0.61 meters) than the vertical height further having a front toe portion one foot (0.30 meters) min height; filling each chamber with a quantity of material, such as sand; on each end of a completed chain of chambers, further comprising a set of loops or ties so that a chain of chambers is capable of being tied to other chains of chambers to define the continuous flood wall system.

Abstract: A surface covering unit includes at least one face comprised of at least one primary rotational tessellation element. The rotational tessellation element includes at least two pairs of sides, and the sides in each pair of sides have the same length and are images of one another. The sides of a first pair of sides extend from a first vertex and are rotationally spaced from each other, and the sides of a second pair of sides extend from a second vertex and are rotationally spaced from each other. The sides of the first and second pairs of sides have two or more straight line segments or complex curves, and are not a single straight line or a single curve. One pair of sides has a length different from the other pair of sides. The surface covering has a natural appearance such that a repeating pattern is not readily apparent.

Abstract: A bag for retaining structures, includes a plurality of cells aligned side-by-side in a continuous manner and configured to be filled with a filling material. Each cell of the bag includes a bottom wall, a first side wall, a second side wall, a back wall, and a front wall, the front wall being longer than the back wall. Furthermore, the first and second side walls each include a) a first corner located where the back wall connects with the bottom wall, said first corner being substantially 90 degrees; and b) a second corner located where a respective top edge of each side wall connects with the rear wall, said second corner being substantially 90 degrees.

Abstract: A structural unit includes a body having a plurality of exterior surfaces, at least one receiving arrangement provided on at least a portion of the body, and at least one positioning member connected to the body. The at least one positioning member is separable from the body and configured for interaction with the at least one receiving arrangement.

Abstract: A system and method of constructing a mechanically stabilized earth (MSE) structure is provided. A wire facing is composed of horizontal and vertical elements, where a soil reinforcing element is coupled to the wire facing at one or more crimps formed in either of the horizontal or vertical elements. A connection device may be inserted through an opening defined between the soil reinforcing element and the one or more crimps such that the soil reinforcing element may be coupled to the wire facing. A strut may be coupled to the top-most cross wire of the vertical element and the terminal wire of the horizontal element to maintain the vertical element at a predetermined angle with respect to the horizontal element as backfill is added to the wire facing.