Hebei Xinhe Mine Equipment Co., Ltd.
Main products:PE Pipes
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  • Contact Person : Mr. Ma Kevin
  • Company Name : Hebei Xinhe Mine Equipment Co., Ltd.
  • Tel : 86-318-2255877
  • Fax : 86-318-2255855
  • Address : Hebei,Hengshui,No.30 Gongye Street,North Industry Base, Hengshui City, China
  • Country/Region : China

5500g/m2 Geosynthetic Clay liner

5500g/m2 Geosynthetic Clay liner
Product Detailed
1,Clay liner one side is geotextile ,one side is weav geocloth 2,Clay liner have good tightnes,water prood 3,good flexbility 1.Specifications

1,one side is geotextile ,one side is weav geocloth 2,good tightnes,water prood 3,good flexbility 4,long water proof capacity

2.composition:

GCL (Geosynthetic Clay Liners)+geomembrane are high performance needle punched enbironmental reinforced composites which combine two duiable geotextile outer layers with a uniform core of natural soidum 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.

When hydrated under a confining load,the bentonite swells to form a low permeability clay layer with the equbalent hydraulic peojection of several feet of compacted clay.The excellent properties make the products ideal for many projects.

3.Features:

GCL is Natural Material,well duiability,non-toxicity,no corrosion,and it won't be aging.

High expansion rate,high water absorbing capacity,low specific water conductivity.

High filter rate,it can self-repair invisible leaks by moving of bentonite.

Construction simple and quick,low requirement of surface treatment.It can be cutted and layed as your require.Everyone can use it,don't need any professionals and professional construction machinery.

Physical Performance:

 

Testing Item

Testing Methods

Technical Indexes

Expansion Coefficient

ASTM D 5890

≥27ml/2g

Fluid Loss

ASTM D 5891

≤18ml

Bentonite quality in Unit area

ASTM D 5993

≥4.8kg/m2

Tension Strength

ASTM D 4632

≥400N

Peeling Strength

ASTM D 4632

≥75N

Indicating flow

ASTM D 5887

≤1*10-8m3/m2/sec

Penetrability

ASTM D 5887

≤5*10-9cm/sec

Tension Strength after Wetting

ASTM D 5321

≥24Kpa typical

5500g/m2 Geosynthetic Clay liner



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