HDPE Smooth Film Geomembrane Archives - Zhonglu Engineering Materials Co.Ltd https://www.geogridfactory.com/tag/hdpe-smooth-film-geomembrane/ Sat, 12 Nov 2022 08:16:55 +0000 en-US hourly 1 https://wordpress.org/?v=6.0.3 Building Material HDPE Smooth Film Geomembrane for Fish Pond Liner https://www.geogridfactory.com/building-material-hdpe-smooth-film-geomembrane-for-fish-pond-liner/ https://www.geogridfactory.com/building-material-hdpe-smooth-film-geomembrane-for-fish-pond-liner/#respond Sat, 12 Nov 2022 07:53:37 +0000 http://www.geogridfactory.com/?p=2330 Geomembrane  Product Description Our Geomembrane is fabricated by the state of the art automatic geomembrane production lines and advanced three layered pressing technology in accordance with GRI GM13 standard. Compared with traditional concrete, asphalt and compacted clay, smooth geomembrane HDPE Liner has proven to be far more cost effective, environmentally safe, excellent durable, chemically resistant, fast deployment and easy …

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Geomembrane  Product Description

Our Geomembrane is fabricated by the state of the art automatic geomembrane production lines and advanced three layered pressing technology in accordance with GRI GM13 standard. Compared with traditional concrete, asphalt and compacted clay, smooth geomembrane HDPE Liner has proven to be far more cost effective, environmentally safe, excellent durable, chemically resistant, fast deployment and easy transportation.

Technical Parameter :

      Spec
Properties
Test method
ASTM
GMS0.5GMS0.75GMS1.0GMS1.25GMS1.5GMS2.0GMS2.5
ThicknessD51990.5mm0.75mm1.00mm1.25mm1.50mm2.00mm2.50mm
Density (≥  g/cc)D15050.9400.9400.9400.9400.9400.9400.940
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 100464 N93 N125 N156 N187 N249 N311 N
Puncture Resistance (≥)D 4833160 N240 N320 N400 N480 N640 N800 N
Stress Crack Resistance (≥)D 5397300 hr.300 hr.300 hr.300 hr.300 hr.300 hr.300 hr.
Carbon Black ContentD 16032.0-3.0%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 DispersionD 5596Note(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.

Features:

  • Excellent chemical resistance.
  • Outstanding stress crack capacity.
  • Lowest permeability.
  • Excellent UV resistance.
  • Stable low temperature embrittlement resistance.
  • Complete width and thickness specifications.
  • Cost effective.
  • Proven performance.
  • Fast deployment.
  • Easy transportation.
  • Meet or exceed all aspects of GRI GM13.

Product Application

1.Various waterproof and anti-seepage projects such as landfills,solid waste treatment stations,tailings storage yards
2.sewage ponds,petrochemicals, construction, water conservancy,mining,landscape gardens,subway tunnels,
aquaculture,livestock biogas digesters, etc.
3.Environmental protection projects:Landfill,sewage treatment plants,power plant regulating pools,industrial and hospital solid wastes,etc.
4.Mining:heap leaching platforms, conduit and retention channels and wells for liquid solutions, , final disposal reservoirs.

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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