• 0.2 - 3.0mm Thick HDPE Geomembrane Factory Price Dam Liner Reservoir Mining Shrimp Farm
  • 0.2 - 3.0mm Thick HDPE Geomembrane Factory Price Dam Liner Reservoir Mining Shrimp Farm
  • 0.2 - 3.0mm Thick HDPE Geomembrane Factory Price Dam Liner Reservoir Mining Shrimp Farm
  • 0.2 - 3.0mm Thick HDPE Geomembrane Factory Price Dam Liner Reservoir Mining Shrimp Farm

0.2 - 3.0mm Thick HDPE Geomembrane Factory Price Dam Liner Reservoir Mining Shrimp Farm

  • Excellent chemical resistance.
  • Outstanding stress crack capacity.
  • Lowest permeability.
  • Excellent UV resistance.
  • Stable low temperature embrittlement resistance.
  • Complete width and thickness specifications.

Description:

Geomembrane is the low permeable synthetic membrane liner and geotechnical engineering materials which are widely used for solid waste containment, mining and water containment applications. smooth geomembrane HDPE liner is made of finest quality high density polyethylene HDPE with specially formulated, virgin polyethylene resin, combined with specified quantity carbon black, antioxidant, anti-aging agent and UV resistance components, which makes our smooth geomembrane HDPE liner with excellent resistance to UV radiation and is suitable for exposed conditions.

Technical Parameter :

                   Spec
Properties
Test method
ASTM
GMS0.5 GMS0.75 GMS1.0 GMS1.25 GMS1.5 GMS2.0 GMS2.5
Thickness D5199 0.5mm 0.75mm 1.00mm 1.25mm 1.50mm 2.00mm 2.50mm
Density (≥  g/cc) D1505 0.940 0.940 0.940 0.940 0.940 0.940 0.940
Tensile Properties
(Each direction) (≥)
•   yield strength
•   break strength
•   yield elongation
•   break elongation
D 6693
Type IV


8 kN/m
14kN/m
12%
700%


11 kN/m
20kN/m
12%
700%


15 kN/m
27 kN/m
12%
700%


18 kN/m
33 kN/m
12%
700%


22 kN/m
40 kN/m
12%
700%


29 kN/m
53 kN/m
12%
700%


37kN/m
67kN/m
12%
700%
Tear Resistance (≥) D 1004 64 N 93 N 125 N 156 N 187 N 249 N 311 N
Puncture Resistance (≥) D 4833 160 N 240 N 320 N 400 N 480 N 640 N 800 N
Stress Crack Resistance (≥) D 5397 300 hr. 300 hr. 300 hr. 300 hr. 300 hr. 300 hr. 300 hr.
Carbon Black Content D 1603 2.0-3.0% 2.0-3.0% 2.0-3.0% 2.0-3.0% 2.0-3.0% 2.0-3.0% 2.0-3.0%
Carbon Black Dispersion D 5596 Note(1) Note(1) Note(1) Note(1) Note(1) Note(1) Note(1)
Oxidative Induction Time (OIT) (≥)
(a)Standard OIT
- or -
(b)High Pressure OIT


D 3895

D 5885


100 min.

400 min.


100 min.

400 min.


100 min.

400 min.


100 min.

400 min.


100 min.

400 min.


100 min.

400 min.


100 min.

400 min.

Construction Method


1. The slope shall be laid in order from top to bottom. Don't pull it too tight.
2. Tow adjacent longitudinal joints should not be in a horizontal line, should bestaggered more than 1m each other.
3. Longitudinal joints should be more than 1.50m away from the dam foot and bending foot, and should be located on the plane.
4. When the slope is laid, the direction of spreading film should be basically parallel to the slope line.

5. The construction, first of all to use small diameter sand or clay levelingbase, and then laid the geomembrane. The geomembrane should not be stretched too tight, and the part of the soil bured at both ends is corrugated. A transitional layer of about 10cm is laid on the geomembrane with sand or clay.

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Professional geosynthetics manufacturer

 Anhui Zhonglu Engineer Materials Co., Ltd

Summer Meng +86 18056028960