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Geosynthetic Clay Liner 4 Layer Geosynthetic Clay Liner Sodium Bentonite Blanket

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HUATAO LOVER LTD

Geosynthetic Clay Liner 4 Layer Geosynthetic Clay Liner Sodium Bentonite Blanket

Country/Region china
City & Province shijiazhuang hebei
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Product Details

Geosynthetic Clay Liner 4 Layer Geosynthetic Clay Liner Sodium Bentonite Blanket

 

Geosynthetic Clay Liner Description

 

Geosynthetic clay liner with PE Geomembrane are high performance needle punched environmental reinforced composites which combine two durable geotextile outer layers with a uniform core of natural sodium bentonite clay to form a hydraulic barrier. Fibers from the non-woven geotextile are needle punched through the layer of bentonite and incorporated into the other geotextile (either a woven or non-woven geotextile).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.

Sodium bentonite granule consists of natural clay inorganic mineral materials processed with high expansion and high water absorption capacity, low permeability when wet performance, mainly for waterproofing.

 

Geosynthetic Clay Liner Property

 

1. Sweel when meet water

2. Long time waterproofing and friendly to environment

3. Separation, reinforcement, protection, filtration and easy for construction

 

Geosynthetic Clay Liner Application

 

1. Municipal project, subway, undergroung and roof waterproofing

2. Landfill, waste water treatment, industrial waste

3. Waterproofing and reinforcement in water conservancy, river, lake and dam

4. Artificial lake, golf courst and fish pond

5. Petrifaction and mineral waterproofing

 

 

Geosynthetic Clay Liner Specification 

 

NameGeosynthetic Clay Layer ( GCL)
GSM of GCL3500g- 6000g
WidthMax 6meter
Structure of GCL

First Layer - Woven Geotextile

Second Layer - expansion bentonite

Third Layer - Non Woven Geotextile

Fourth Layer - PE Geomembrane or Without

SamplesFree Samples

 

ItemValue
GCL-NPGCL-OFGCL-AH
GCL Mass/unit area g/m2≥4000≥4000≥4000
Swel Index ml/2g≥24≥24≥24
ethylene blue absorption g100g≥30≥30≥30
Tensile strength KN/m≥600≥700≥600
Elongation at max load %≥10≥10≥8
Peel strength N/100mmNonwoven geotextile and woven geotextile≥40≥40---
PE geomembrane and Non woven geotextile---≥30---
Pesistance hydraulic pressure m/s≤5.0 x 10 -11≤5.0 x 10 -12≤1.0 x 10 -12
Resistance hydraulic pressure0.4Mpa 1h no leakage

0.6Mpa 1h

no leakage

0.6Mpa 1h

no leakage

Fluid loss ml≤18≤18≤18
Durability of bentonite ml/2g≥20≥20≥20

 

                 

 

      

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