Solutions overview
Solutions
Pond Capping
Pond Capping is the use of a geosynthetic to safely contain hazardous or non-hazardous sludge that has accumulated in an industrial use storage area. Earthwork construction over soft sludge is required to cap various manufacturing waste products.
Pavement Rehabilitation
Pavement Rehabilitation is the resurfacing, restoration, and rehabilitation of existing pavement surfaces to extend its service life, improve performance and/or improve its structural capacity.
Liner Protection
Liner Protection is the use of a geotextile to protect an impermeable geomembrane liner from damage and puncture during installation and while in operation.
Groynes
Groynes are structures that run perpendicular to the coastline and intercept the transport of sediment within the surf zone. As well as preventing beach erosion, groynes facilitate sand accretion by slowing down water velocities.
Erosion Control
Erosion control is the practice of preventing or controlling water or wind erosion in land development, coastal areas, inland waterways and site construction
Dykes
Protection dykes (levees) are used to control the movement of water in confined areas to prevent flooding and other water damage. Protection dykes are used to continually control and constrict the flow of water.
Drainage / Filtration
Drainage is the natural or artificial removal of surface and sub-surface water from an area. Drainage systems that incorporate geotextile filters retain and prevent fine grains of soil from passing into, and potentially clogging the drainage system.
Dewatering
Dewatering is the use of a Geotube® containment technology to remove water from solid or semi-solid material including soil.
Breakwaters
Breakwaters are marine structures that have the primary function of dissipating wave energy. They reduce the wave energy by partial reflection as well as by energy breaking on the structure.
Basal Reinforcement
Basal Reinforcement is the use of geosynthetic reinforcement elements placed at the base of embankments to provide additional resistance to foundation failure, control of settlements, transfer of load onto rigid inclusions, or spanning over voided zones.
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