Synthetic Geotextile Sheet
B. J. GEO-TEXTILE LIMITED’s Polymeric synthetic fabrics are persistent sheets of nonwoven fibers and yarns. We manufacture sheets that are adaptable and penetrable and for the most part have the appearance of a fabric. Among polymeric synthetic fabrics, our geosynthetics including geotextiles have uncommon capacities of separation, filtration, drainage, reinforcement, and erosion control in civil engineering applications. Also, our geosynthetics such as geotextiles are utilized in black-top asphalt support. Our geotextiles as polymeric synthetic fabrics are introduced not only for improvement but also maintaining stability of ground structure in civil engineering circumstance with their related technologies.
Product Details
Specification
- Polyester (PET) Geo Sheet Color: White & Ash
- PET Weight: 180 gsm – 550 gsm
-
PET Thickness: 1.6 mm – 4.8 mm
- Polypropylene (PP) Geo Sheet Color: White & Ash
- PP Weight: 130 gsm – 800 gsm
- PP Thickness: 1.2 mm – 5.0 mm
Technology
Non-woven Needle-punched
Application
The mode of operation of a geotextile in any application is defined by five discrete functions: Separation, Drainage, Filtration, Reinforcement and Protection.
Some of the applicable areas of Synthetic Geotextile Sheet are:
- Between subgrade and stone base in unpaved and paved roads and airfields.
- Between subgrade in railroads.
- Between landfills and stone base courses.
- Between geomembranes and sand drainage layers.
Product Details
Specification
- Polyester (PS) Geo Sheet Color: White & Ash
- PS Weight: (180 – 550) gsm
- PS Thickness: (2 – 4) mm
- Polypropylene (PP) Geo Sheet Color: White & Ash
- PP Weight: (130 – 1000) gsm
- PP Thickness: (1.2 – 5.5) mm
Technology
Non-woven Needle-punched
Application
The mode of operation of a geotextile in any application is defined by five discrete functions: Separation, Drainage, Filtration, Reinforcement and Protection.
Some of the applicable areas of Synthetic Geotextile Sheet are:
- Between subgrade and stone base in unpaved and paved roads and airfields.
- Between subgrade in railroads.
- Between landfills and stone base courses.
- Between geomembranes and sand drainage layers.
