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| Material: | Geotextile, Bentonite | Type: | Geosynthetic Clay Liner | 
|---|---|---|---|
| Bentonite Mass Weight: | 4000GSM | WIDTH: | 2-6m | 
| Application: | Construction | ||
| Highlight: | geotextile drainage fabric,geotextile filter fabric | 
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| Attribute | Value | 
|---|---|
| Material | geotextile, bentonite | 
| Type | Geosynthetic Clay Liner | 
| Bentonite mass weight | 4000GSM | 
| Width | 2-6m | 
| Application | Construction | 
Geosynthetic clay liners (GCLs) are high-performance needle-punched environmental reinforced composites that combine two durable geotextile outer layers with a uniform core of natural sodium bentonite clay to form a hydraulic barrier.
When hydrated under a confining load, the bentonite swells to form a low-permeability clay layer with the equivalent hydraulic protection of several feet of compacted clay.
| No | Item | GCL-NP Standards | GCL-OF Standards | GCL-AH Standards | 
|---|---|---|---|---|
| 01 | Mass per unit area | ≥4000 | ≥4000 | ≥4000 | 
| 02 | Swelling index | ≥24 | ≥24 | ≥24 | 
| 03 | Blue suction quantity | ≥30 | ≥30 | ≥30 | 
| 04 | Tensile strength | ≥600 | ≥700 | ≥600 | 
| 05 | Maximum load elongation | ≥10 | ≥10 | ≥8 | 
| 06 | Peel strength | ≥40 | ≥40 | -- | 
| 07 | Pell strength | -- | ≥30 | -- | 
| 08 | Coefficient of permeability | ≤5.0*10-11 | ≤5.0*10-12 | ≤1.0*10-12 | 
| 09 | Hydrostatic pressure | 0.4MPa.1h | 0.6MPa.1h | 0.6MPa.1h | 
| 10 | Filtration | ≤18 | ≤18 | ≤18 | 
| 11 | Durability | ≥20 | ≥20 | 
Contact Person: Maple
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