| Customization: | Available |
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| Filler: | Soil & Rock |
| Color: | Black |
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1.To stable the roadbed of railway.
2.To stable the roadbed of highroad.
3.To bear the load of dike or retaining wall.
4.To the improvement of shallow riverway.
5.To support the pipeline and sewer.
6.For the prevention of landslide by useing geocell as a heavy-duty hybrid force retaining wall.
7.To be used as independent wall, wharf and breakwater, etc.
8.For the desert, beaches and the riverbed, the river bank`s regulation.
| Material Properties | Unit | Test Method | ||||
| Cell Depth | mm | 75 | 100 | 150 | 200 | |
| Polymer Density |
g/cm3 | 0.935-0.965 | ASTM D1505 | |||
| Enviromental Stress Crack Resistance | Hours | >400 | ASTM D5397 | |||
| Enviromental Stress Crack Resistance | Hours | 6000 | ASTM D1693 | |||
| Carbon Black Content | % | 1.5%-2.0% | ASTM D1603 | |||
| Nominal Sheet Thickness Before Texturing |
mm | 1.27-5%+10% | ASTM D5199 | |||
| Nominal Sheet Thickness After Texturingg |
mm | 1.52-5%+10% | ASTM D5199 | |||
| Strip Puncture Resistance | N | 450 | ASTM D4833 | |||
| Seam Peel Strength | N | 1065 | 1420 | 2130 | 2840 | EN ISO13426-18 |
| Seam Efficiency | % | 100 | GRI-GS13 | |||
| Nominal Expanded Cell Size(width×length) |
mm | 320×287.475×508 etc | ||||
| Nominal Expanded Panel Size(width×length) |
m | 2.56×8.35 4.5×5.0 6.5×4.5 6.1×2.44 | ||||
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