A sheet pile of concrete comprising a reinforcement (1) which is produced from composite material comprising fibres and a concrete casting (2) which extends between a first lateral end (3) thereof and an opposite second lateral end (4) thereof, the reinforcement (1) being embedded in the concrete casting (2). The sheet pile further comprises a terminal element (6) which is produced from a polymer material and which comprises a connection element (7) which is embedded in the concrete casting (2) and an engagement element (8) of the sheet pile (100) which is connected to the connection element (7). The connection element (7) and the engagement element (8) extend along a longitudinal axis (X) of the sheet pile, in which the engagement element (8) has a practically C-shaped cross-section and projects from the first lateral end (3) of the concrete casting (2). The second lateral end (4) of the concrete casting (2) comprises a concrete joint (9) which extends longitudinally along the longitudinal axis (X) and which is shaped so as to be connected in an interlocking manner to the engagement element (8) of a second sheet pile.

A sheet pile of concrete comprising a reinforcement (1) which is produced from composite material comprising fibres and a concrete casting (2) which extends between a first lateral end (3) thereof and an opposite second lateral end (4) thereof, the reinforcement (1) being embedded in the concrete casting (2). The sheet pile further comprises a terminal element (6) which is produced from a polymer material and which comprises a connection element (7) which is embedded in the concrete casting (2) and an engagement element (8) of the sheet pile (100) which is connected to the connection element (7). The connection element (7) and the engagement element (8) extend along a longitudinal axis (X) of the sheet pile, in which the engagement element (8) has a practically C-shaped cross-section and projects from the first lateral end (3) of the concrete casting (2). The second lateral end (4) of the concrete casting (2) comprises a concrete joint (9) which extends longitudinally along the longitudinal axis (X) and which is shaped so as to be connected in an interlocking manner to the engagement element (8) of a second sheet pile.

One or more specific embodiments disclosed herein includes a method for creating a sediment control device, comprising clearing native soil on a tract of land of vegetation, tilling the native soil, filtering the native soil, importing additional soil and fibrous materials, mixing the additional soil and fibrous materials with the native soil, blending an adhesive-type binder into the mixed soil, forming the mixed soil with the adhesive-type binder into a berm, and covering the berm with a textile.

An electrically conductive geosynthetic clay liner incorporating an electrically conductive textile graphene.

An apparatus for filling a discontinuity in a roadway associated with a manhole cover. The apparatus includes a manhole anchor, a road pad, and an attachment mean. The apparatus is useful for filling a discontinuity in a roadway associated with a manhole cover and for preventing traffic from swerving to avoid the discontinuity.

A natural turf reinforcement system and method are provided. A fiber yarn having at least one biodegradation characteristic is inserted into a soil bed to provide support to a natural grass component. The biodegradation characteristic includes a full or a substantially full biodegradation in the soil after injection after a defined time period. The fiber yarn may include one or more plant-based fibers, animal-based fibers, or at least one synthetic fiber. The fibers may further include one or more chemical treatments or coatings configured to extend or modify properties of the fiber yarn and/or the natural grass component.

The Coastal INTERBLOC Unit and the Coastal INTERBLOC Reinforced Medium Variable Geometry Variable Density Modular Revetment System, represent a flexible revetment system designed to: be vertical or sloping, incorporate one or several slopes, be straight or curvilinear; be constructed on competent or soft sub-soils; absorb wave energy by virtue of its high void porosity ratio; be installed using manual labor and light construction equipment; settle differentially without structural or functional distress; be transported cost efficiently in containers; be space efficient in transport; be scaled up or scaled down to suit the coastal energy environment; be theoretically analyzed through numerical modelling; and which can co-exist with any coastal riverine or reservoir environment and which can be adapted for installation in any variety of seabed or subsoil conditions.

The Coastal INTERBLOC Unit and the Coastal INTERBLOC Reinforced Medium Variable Geometry Variable Density Modular Revetment System, represent a flexible revetment system designed to: be vertical or sloping, incorporate one or several slopes, be straight or curvilinear; be constructed on competent or soft sub-soils; absorb wave energy by virtue of its high void porosity ratio; be installed using manual labor and light construction equipment; settle differentially without structural or functional distress; be transported cost efficiently in containers; be space efficient in transport; be scaled up or scaled down to suit the coastal energy environment; be theoretically analyzed through numerical modelling; and which can co-exist with any coastal riverine or reservoir environment and which can be adapted for installation in any variety of seabed or subsoil conditions.