Geosynthetic Clay Liner (GCL) for Landfill and Basement Lining and Waterproofing Solution
Geosynthetic Clay Liner (GCL) for landfill and basement lining
and waterproofing solution
Natural sodium bentonite Geosynthetic Clay Liner (GCL)
| Inspection Item | Testing Procedure | Technical Index |
| Bentonite mass for unit area | ASTMD5993 | ≥5.5kg/m2 |
| Expansion coefficient | ASTMD5890 | ≥ 25mL/2g |
| Low temperature ductility | ASTMD5898 | No impact at -35°C |
| Thickness | ASTMD5892 | ≥6.4mm |
| Tensile strength | ASTMD4632 | ≥540N |
| Peel strength of concrete face | ASTMD4632 | ≥3.0 KN/ m2 |
| Peel strength | ASTMD4632 | ≥68N |
| Indicated flow | ASTMD5887 | ≤1 × 10-8m3/m2/sec |
| Hydrostatic pressure resistance | ASTMD5888 | ≥70 |
| Permeability | ASTMD5887 | ≤5 × 10-12cm/sec |
| Extension rate | ASTMD5896 | ≥20 |
| Puncture strength | ASTMD5894 | ≥635N |
| · Landfills | · Mud Pits |
| · Lagoons | · Canals |
| · Bund Lining | · Tank Lining |
| · Fish Farm Lining | · Roof Lining |
| · Waste Water Pits | · Ponds and Reservoirs |
| · Dams | · Floating Covers |
| · Vertical Cutoff Walls | · Hydraulic Structure |
| · Basement Lining | · Drip Irrigation Ponds |

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