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| Brand Name : | Hengquan |
| Certification : | ISO 9001 |
| Model Number : | TGSG15,TGSG20,TGSG25,TGSG30,TGSG35,TGSG40,TGSG45,TGSG50 |
| Price : | Deliberation |
| Delivery Time : | 5-8 days |
| Payment Terms : | L/C, T/T, Western Union |
| Supply Ability : | 40000M2 per week |
Suit Large Area Of Permanent Bearing Foundation Reinforcement High Strength PP Biaxial Plastic Geogrid
Biaxial Plastic Geogrid Introduction
Biaxial geogrid is made of high molecular polymer after extruded and laminated and punched into regular mesh before longitudinal stretching.The material on the longitudinal and transverse has great tensile strength, this kind of structure in the soil can also provide a more effectively undertake the chain and the spread of the thought system, suitable for large area of permanent bearing foundation reinforcement.
Biaxial Plastic Geogrid Specification
| project | TGSG15-15 | TGSG20-20 | TGSG25-25 | TGSG30-30 | TGSG40-40 | TGSG45-45 | TGSG50-50 |
| Longitudinal tensile yield force KN/m | 15 | 20 | 25 | 30 | 40 | 45 | 50 |
| Transverse tensile yield force KN/m | 15 | 20 | 25 | 30 | 40 | 45 | 50 |
| Tensile Strength @2% Strain KN/m | 5 | 7 | 9 | 10.5 | 14 | 16 | 17.5 |
| Tensile Strength @5% Strain KN/m | 7 | 14 | 17 | 21 | 28 | 32 | 35 |
| Roll width | 3.95 or 5.95 meters | ||||||
| Roll Length | 50 meters | ||||||
1.High tension resistance, high plane torsion resistance modulus, good creep resistance and stable chemical nature.
2.High mechanic damage resistance and durability and large friction
factor with sandy stone.
3. Improve the bearing capacity of the roadbed and extend the
service life of the roadbed.
4. Strengthen soil slopes to prevent soil erosion.
5. Can replace metal mesh, used in coal mine underground false roof
network.
Reinforcement of road beds of various highways, railways and
airports.
2. Reinforcement of permanent bearing road beds of large parking
area and dock goods yard.
3. Slope protections and culvert reinforcement of railway and
highway.
4. Secondary reinforcement of soil slope after unidirectional
tension geotechnical grid reinforcement and further reinforcement
of soil slope


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