A retaining wall block includes a block body having a top side and a bottom side parallel to the top side, each of the top side and the bottom side being trapezoidal in shape and symmetrical with respect to a central vertical plane; a front side and a rear side parallel to the front side; and a right side and a left side opposite the right side. The retaining wall block includes a vertical interlock system having a groove having a groove depth and a groove width and extending transverse to the central vertical plane along the bottom side from the left side to the right side; and a key extending transverse to the central vertical plane along the top side and having a maximum key width that is smaller than or equal to the groove width, the key having a maximum key height that is smaller than or equal to the groove height, wherein the key has a left side portion and a right side portion, and each of the left side portion and the right side portion is shaped to reduce in width toward both the left and right sides of the block.

A method for constructing an assembled recyclable rectangular working well with preset detachable door openings comprises steps of: (I) designing according to functional requirements for a rectangular working well; (II) constructing by supporting piles; (III) installing prefabricated top beam; (IV) edge protection construction; (V) alternate construction of earthwork excavation, retaining slabs and internal support breast beams; (VI) installing the ladder entering the rectangular working well; (VII) rectangular working well back cover; (VIII) demolition of the detachable subsection support piles in the door part and completing the construction of the assembled recyclable rectangular working well in the preset detachable door hole; (IX) after the operation in the well is completed, during the backfilling process of the rectangular working well, gradually recovering the working well components such as the retaining slab, the internal support girder, the prefabricated crown beam and the supporting piles.

A retaining wall block having a false joint and a system of retaining wall blocks. The retaining wall block includes a body having a first textured surface and a second textured surface and a false joint dividing the first and second textured surface. The false joint can have a depth divided by the width greater than two inches. The false joint can have an interior angle of less than ten degrees. The system includes a plurality of retaining wall blocks and a first course of retaining wall blocks engaged with a second course of retaining wall blocks below. Each block in the system comprising a front face having a first textured surface and a second textured surface and a false joint dividing the first and second textured surface. The false joint can extend a predetermined depth of a third surface.

Geosynthetic reinforced wall panels comprising soil reinforcing hoop members and retaining wall system formed therewith is disclosed. Namely, a geosynthetic panel wall system is provided that includes at least one concrete facing panel that has at least one stabilizing hoop coupled thereto and wherein a soil reinforcing element or strip may be coupled to the stabilizing hoop. Additionally, a method of using the presently disclosed geosynthetic panel wall system reinforced with at least one stabilizing hoop and soil reinforcing element is provided.

Embodiments of the present disclosure include a wall module. The wall module includes a panel that includes a first portion having an end and a second portion having a first end offset laterally from the end of the first portion in a first direction along a virtual plane. The wall module includes a plurality of pieces coupled to the first portion. Each piece of the plurality of pieces is configured to receive an end of an elongate member. The plurality of pieces include a first piece proximate to the end of the first portion of the panel. The first piece is configured to receive an end of a first elongate member. The wall modules includes a band coupled to the second portion in a position proximate to a second end of the second portion opposite to the first end of the second portion.

A retaining wall structure of the present invention is a retaining wall structure comprising soil bags, each including: top and bottom surface portions having the largest area among surfaces constituting a soil bag body; and long side surface portions and short side surface portions forming side surfaces of the soil bag body between the top and bottom surface portions, wherein each of the long side surface portions of the soil bags is arranged to face the ground, the soil bags are stacked such that the long side surface portions are in contact with each other in the vertical direction with respect to the ground, the soil bags are arranged such that the short side surface portions are in contact with each other in the lateral direction with respect to the ground, and auxiliary retaining walls that are respectively disposed behind the stacked soil bags are provided.

Landscaping walls, systems and methods of manufacturing and installation of such walls include in aspects a fiberglass based wall having a decorative front side and a back side having at least one conduit where the conduit receives a cable or fastener extending outward from both ends of the conduit to connect to a stake to be inserted into ground adjacent the wall. The conduit in one aspect is a PVC tube mounted vertically against the wall and in aspects is embedded within the wall. The conduit allows for self-adjustment of the cable while also providing solid anchoring of the wall to prevent movement. The wall and system is lightweight, good looking and easy to install.

A modular building block apparatus for the construction of a coastal or river bank erosion defence or protection structure includes a plurality of blocks arranged in stacked rows, the blocks in each row having cooperating formations whereby the blocks in each row are interconnected with one another. Apertures formed in each block extend perpendicular to the rows, and a plurality of connector members extend through aligned apertures in adjacent rows of the blocks to interlock the rows to one another.

A support member for elevating a retaining wall panel includes a base arrangement with a first area and a second area. The base arrangement engages an underlying mounting surface. A height elevating section extends from the base arrangement proximate to the second area to a third area. The height elevating section has a receiving area configured to receive a wall panel. A sloped surface extends between the base arrangement proximate the first area and the height elevating section proximate to the third area. The sloped surface is configured to support a load bearing panel.

The new concept of precast vertical reinforcement concrete cube retaining wall is a block of precast concrete using for earth and water retaining wall, with the innovation of vertical steel reinforcement and water proofing wall. It is an alternative products to substitute the traditional concrete wall cast-in-place. Precast vertical reinforcement concrete cube retaining wall is rapid installation without scaffolding and formwork, reduced construction materials, takes very short time, less labor, and greatly reduced the cost of wall construction. After completely installed the wall of precast concrete panel in one row, then poured concrete grouting in each joint to homogeneous connection same as the wall installation cast-in-place. And after completely the top of installed precast concrete wall, then inserted vertical steel bars in each hole connected with starter foundation bars, then poured grout.