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PP Uniaxial Geogrid
PP Uniaxial Geogrid

PP Uniaxial Geogrid

More Information

  1. Payment Terms: T/T, L/C At Sight
  2. Package:Pallet Packing or as customer requier
  3. Minimum Order: 1 Unit
  4. Delivery Time: 15 Days - 30Days
  5. Export Markets: North America, South America, Eastern Europe, Southeast Asia, Africa, Oceania, Mid East, Eastern Asia, Western Europe

The Product Description of PP Uniaxial Geogrid

Geogrid Reinforced Soil Retaining Walls Geogrid reinforced soil retaining walls offer economical and aesthetically pleasing alternatives to conventional retaining wall systems.
The geogrid reinforced fill zone behind the wall facing acts as a uniform mass or block, providing stability to the wall and structure.
Geogrids work with a wide variety of fill materials and facing elements including segmental concrete blocks, concrete panels, geogrid wraps, timbers or boulders.
Geogrid Reinforced Slopes Geogrid reinforced slopes provide a natural and economical alternative to conventional concrete retaining walls.
Geogrid reinforced slopes create naturally finished slope structures that are easy to construct and enhance property values because of their natural beauty.
Geogrid reinforced slopes can be built at any angle to provide the most economical use of available space while avoiding the increased cost of vertical structures.
The construction of embankments, bridge approach fills, dikes and causeways over soft soils and wetlands traditionally involves expensive, time consuming construction methods.
Geogrid reinforcement of these structures minimizes the project footprint, fill requirements and differential settlement, saving time and money.
Uni-direction geotechincal grid plastic
Project TGDG25 TGDG35 TGDG50 TGDG80 TGDG110 TGDG150 TGDG170 TGDG200
Width,m 1.0             2.0               2.5               3.0
Extends the rice stretch to
submit every time the strength (KN/M)≥
25 35 50 80 110 150 170 200
The elongation ratio,%≤ 10
2% Time elongation ratio drawing force,KN/M≥ 7 10 12 20 32 48 64 85
5% Time elongation ratio drawing force,KN/M≥ 14 20 28 48 64 90 120 145


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