Geocell structures stabilize water body shorelines and beds, slopes and retaining wall bridge abutments in such areas of construction as the oil and gas, transport and hydraulic engineering industries, amongst others. A blank for producing a weld-free geocell is made from a polymer sheet material having incisions therein in the form of segments of parallel lines. Adjacent incisions in the same row have a distance S between the ends thereof and the relationship S/L=K1, where K1 is from 0.1 to 0.5. The incisions of adjacent rows are at a distance D from each other and have the relationship D/L=K2, where K2 is from 0.1 to 0.7. At the ends of the incisions, there are openings which are oval or circular in shape. A weld-free geocell includes at least one blank stretched in a direction perpendicular to the lines of the incisions to form a three-dimensional cellular structure.

Disclosed are embodiments of a method for manufacturing concreate panels for a mechanically stabilized earth (MSE) retaining wall that employ geosynthetic strips that attach to the MSE retaining wall and extend into the backfill soil. One embodiment can be generally summarized as follows: (a) providing a mold for the concrete panel; (b) providing in the mold: (1) a plastic pipe; (2) a metal rod situated in the pipe; (3) a removable block-out insert that creates a geosynthetic strip cavity within the panel body around the pipe for enabling a geosynthetic strip to be looped around the pipe; (c) introducing concrete into the mold; (d) permitting the concrete to substantially solidity within the mold; and (e) after the concrete has substantially solidified, separating the panel from the mold and removing the block-out insert to expose the cavity and the pipe extending through the cavity.

A manufactured composite comprising synthetic turf and impermeable geomembrane is used in a single-layer capping system as the single layer to provide permanent, impermeable and functional aesthetic cover for land reclamation. During installation of composite pieces at a job site, an edge portion of a tufted section of a second composite piece is overlaid onto an edge untufted section of the first composite piece already laid and anchored over foundation soil to form a reinforced overlapping seam, through which the two composite pieces are physically and permanently joined together. As composite pieces are joined together, the continuity of synthetic grass and the continuity of impermeability are extended and realized over the entire site to form permanent, impermeable and functional aesthetic cover for land reclamation.

A retaining-wall panel system has a rigid load-retention panel having an anchor rod coupled to a load-bearing side thereof and forming a horizontal slot therebetween, a flexible sheet, and a securing rod seated against the anchor rod on a first side of the slot; a first section of the flexible sheet extends between the anchor rod and the securing rod and wraps about the anchor rod and the securing rod on opposite sides thereof. The distal end of the flexible sheet extends away from the rigid load-retention panel into and within a landfilling material. In some embodiments, the flexible sheet further wraps about a combination of the anchor rod, the securing rod, and the first section of the flexible sheet with its proximal and distal ends extending through the slot from the first side thereof, and out of the slot from a second side opposite to the first side.

A device for retaining solids includes a meshing, a removable fastener, and a covering. The meshing is made of synthetic material. The removable fastener to secure the covering is made of vegetable fiber to at least one portion of the meshing. The covering is made of vegetable fiber to cover at least part of the meshing.

Geocell structures stabilize water body shorelines and beds, slopes and retaining wall bridge abutments in such areas of construction as the oil and gas, transport and hydraulic engineering industries, amongst others. A blank for producing a weld-free geocell is made from a polymer sheet material having incisions therein in the form of segments of parallel lines. Adjacent incisions in the same row have a distance S between the ends thereof and the relationship S/L=K1, where K1 is from 0.1 to 0.5. The incisions of adjacent rows are at a distance D from each other and have the relationship D/L=K2, where K2 is from 0.1 to 0.7. At the ends of the incisions, there are openings which are oval or circular in shape. A weld-free geocell includes at least one blank stretched in a direction perpendicular to the lines of the incisions to form a three-dimensional cellular structure.

Certain exemplary embodiments can provide a system, machine, device, manufacture, and/or composition of matter configured for and/or resulting from, and/or a method for, activities that can comprise and/or relate to, a retaining wall system comprising a plurality of stacked courses of substantially horizontally-extending mesh tubes, each tube substantially filled with a plant growing medium.

A manufactured composite comprising synthetic turf and impermeable geomembrane is used in a single-layer capping system as the single layer to provide permanent, impermeable and functional aesthetic cover for land reclamation. During installation of composite pieces at a job site, an edge portion of a tufted section of a second composite piece is overlaid onto an edge untufted section of the first composite piece already laid and anchored over foundation soil to form a reinforced overlapping seam, through which the two composite pieces are physically and permanently joined together. As composite pieces are joined together, the continuity of synthetic grass and the continuity of impermeability are extended and realized over the entire site to form permanent, impermeable and functional aesthetic cover for land reclamation.

A mechanically stabilized earth (MSE) wall and/or synthetic grass cover including alternating layers of granular fills and soil reinforcement geo-grids; a wire wall facing; and a synthetic grass cover for covering the wire wall facing, the synthetic grass comprising a geo-textile backing and a plurality of synthetic grass blades comprising synthetic yarns tufted into the geo-textile backing and having a length and density sufficient to substantially shade the geo-textile backing from solar UV rays.

An apparatus is provided for forming recesses in a calender roll. The apparatus includes a rotational drive for rotating the calender roll around a rotational axis. The apparatus further includes a knurling wheel with knurling spikes projecting there from. The knurling wheel is rotatable about an axis that is aligned an acute angle to a plane that contains the rotational axis of the calender roll so that the knurling spikes produce a helical array of recesses in the outer surface of the calender roll. The calender roll then can be used to form a landfill liner with projections that are offset from one another to avoid having the projections form grooves and thereby preventing slippage of the landfill liner.