A retaining wall block kit includes a block and an adjustable setback bar having a break line extending along a widthwise centerline between the front surface and the rear surface. The block has alignment knuckles protruding downwardly from a bottom surface of a front section, and has a receiver channel extending laterally across a top surface of the front section for receiving the alignment knuckles of an adjacent upper block. The setback bar can be removably located within the receiver channel, and is configured to be split along the break line. Thus, the setback bar is adjustable by being modified or omitted altogether to change the distance between the alignment knuckles and a front surface of the receiver channel and thereby allow the setback of the retaining wall to be changed as desired.

A mechanically stabilized earth (MSE) wall system that permits water drainage through joints while also preventing undesirable migration of backfill through joints, thus dramatically reducing or eliminating undesirable vegetation by incorporation of a free draining seal (FDS) in panel joints, wherein the FDS structure blocks backfill but permits water migration.

A mechanically stabilized earth (MSE) wall system that permits water drainage through joints while also preventing undesirable migration of backfill through joints, thus dramatically reducing or eliminating undesirable vegetation by incorporation of a free draining seal (FDS) in panel joints, wherein the FDS structure blocks backfill but permits water migration.

A compressed netting sleeve for in situ formation of a compost filter sock comprises a sleeve of netting material having a pair of opposed open ends, wherein the sleeve of netting material is bunched primarily along a longitudinal axis, whereby each of the open ends of the netting material remains accessible to form a compression bundle netting material; and a protective sleeve extending through the open ends of the sleeve of netting material to extend through the interior of the sleeve of netting material and around the exterior of the sleeve of netting material thereby surrounding the compression bundle netting material with the protective sleeve.

A cellular confinement system includes PET sheets and honeycomb-shaped cells formed by intercrossing the PET sheets. A connecting hole is provided at a joint where the PET sheets are intercrossed. An injection molded fixing component for connecting the PET sheets is provided at the connecting hole. The injection molded fixing component includes an injection molded rod arranged in the connecting hole and fixing plates each arranged to be fixedly connected to a corresponding end of two ends of the injection molded rod. The fixing plates each fits against a side wall of a corresponding PET sheet. The injection molded fixing component includes the injection molded rod and the fixing piece. The injection molded rod is configured to connect the PET sheets at the joint where the PET sheets are intercrossed. The fixing plate is configured to prevent the PET sheets from being disengaged from the injection molded rod.

A method is for supporting a retaining wall that includes a number of wall blocks positioned to retain material against a rear side of the plurality of wall blocks. The method includes attaching the rear side of at least one of the wall blocks to at least one ground-stabilizing base body supporting the wall blocks. Kits and systems are also disclosed.

A method is for supporting a retaining wall that includes a number of wall blocks positioned to retain material against a rear side of the plurality of wall blocks. The method includes attaching the rear side of at least one of the wall blocks to at least one ground-stabilizing base body supporting the wall blocks. Kits and systems are also disclosed.

A method for constructing a seawall section includes coupling an end of a substantially-waterproof barrier member to a footing. A concrete form is mounted to the footing such that a top end of the form is higher than an exposed upper surface of the footing. The concrete form defines at least part of a fill volume. Another end of the barrier member is coupled to the concrete form such that the barrier member extends over a side of the concrete form opposite the fill volume. Concrete is then poured into the fill volume and cured to form the seawall section. Prior to the curing, a body of water at the footing may be higher than the upper surface of the footing. However, the barrier member prevents water from entering the fill volume through the concrete form.

A method of forming a concrete panel that includes forming a concrete base with a plurality of holes, where the plurality of holes are distributed proximate to a perimeter of a casting surface of the concrete base, and securing casting rails along the casting surface of the concrete base to form a concrete panel form with a closed perimeter. The casting rails are secured using a plurality of anchors through the plurality of holes in the concrete base to couple the casting rails to the concrete base. A reinforcement device and/or an attachment device is introduced within the concrete panel form, and concrete is poured into the concrete panel form. After the poured concrete has solidified into a concrete panel, the concrete panel is removed.

A method of forming a concrete panel that includes forming a concrete base with a plurality of holes, where the plurality of holes are distributed proximate to a perimeter of a casting surface of the concrete base, and securing casting rails along the casting surface of the concrete base to form a concrete panel form with a closed perimeter. The casting rails are secured using a plurality of anchors through the plurality of holes in the concrete base to couple the casting rails to the concrete base. A reinforcement device and/or an attachment device is introduced within the concrete panel form, and concrete is poured into the concrete panel form. After the poured concrete has solidified into a concrete panel, the concrete panel is removed.