Basic Info.
Model NO.
Geogrid Manufacturer
Classification
Plastic Geogrid
Material
Plastic
Thickness
Customized
Width
Customized
Welding Distance
Customized
Packing
Woven Plastic Bag
Standard
ASTM GM13
Delivery Time
Within 15day
Geogrid
Polyester/Plastic/Fiber Glass/Steel-Plastic
Polyester Geogrid
Biaxial/Uniaxial/ Mining Geogrid
Geogrid for
Highways/Railways/Airports.
Transport Package
Woven Bag
Specification
high-density polyethylene
Trademark
Looking-forward
Origin
Shandong, China
Production Capacity
20000sqm/Day
Packaging & Delivery
Package Size
295.00cm * 50.00cm * 50.00cm
Package Gross Weight
59.000kg
Product Description
China Polylester Geogrid Manufacturer
Application:
1. Suitable for enhancing the roadbed and pavement of various highways, railways, and airports.
2. Suitable for permanent bearing foundation reinforcement in large parking lots and dock freight yards.
3. Suitable for slope protection of railways and highways.
4. Applicable culvert reinforcement.
5. Suitable for secondary reinforcement of soil slopes after unidirectional tensile geogrid reinforcement, further enhancing the soil slope and preventing soil erosion. Reinforcement of mines and tunnels
| Specification | JBGS 30-30 | JBGS 50-50 | JBGS 60-60 | JBGS 80-80 | JBGS 100-100 | JBGS 120-120 | JBGS 150-150 | JBGS 260-260 | JBGS 400-400 | JBGS 600-600 | JBGS 800-800 | JBGS 1200-1200 | |
| Tensile strength(Kn/m) | warp | 30 | 50 | 60 | 80 | 100 | 120 | 150 | 260 | 400 | 600 | 800 | 1200 |
| weft | 30 | 50 | 60 | 80 | 100 | 120 | 150 | 260 | 400 | 600 | 800 | 1200 | |
| Elongation≤(%) | 13 | ||||||||||||
| Mesh size(mm) | 25.4*25.4 or 50.8*50.8 or 76.2*76.2 | ||||||||||||
| Width(m) | 2 or 3.95 or 5.0 or 5.2or 5.95 | ||||||||||||
Application:1. Suitable for enhancing the roadbed and pavement of various highways, railways, and airports.
2. Suitable for permanent bearing foundation reinforcement in large parking lots and dock freight yards.
3. Suitable for slope protection of railways and highways.
4. Applicable culvert reinforcement.
5. Suitable for secondary reinforcement of soil slopes after unidirectional tensile geogrid reinforcement, further enhancing the soil slope and preventing soil erosion. Reinforcement of mines and tunnels
