High Strength 1.5mm Smooth HDPE Geomembrane Liner UV Resistance For Landfill Cover
High Strength UV Resistance 1.5mm Smooth Side HDPE Geomembrane Liner For Landfill Cover
Yixing Shenzhou 1.5mm HDPE geomembrane offers maximum durability for critical containment projects where superior strength and longevity are required. The thickest standard grade available, it provides unmatched protection against leaks and environmental contamination.
Yixing Shenzhou HDPE Geomembrane Key Advantages:
Industrial Strength: Withstands heavy equipment and sharp substrates
Versatile Performance: -60°C to +80°C operational range
Custom Sizes: Up to 8m wide × 100m long panels
Third-Party Tested: Include certified test reports
| Item | Smooth Geomembrane Technical Data | ||||||||
| Thickness mm | 0.30 | 0.50 | 0.75 | 1.00 | 1.25 | 1.50 | 2.00 | 2.50 | 3.00 |
| Density g/cm3 | >=0.940 | ||||||||
| Tensile yield strength(TD/MD) | ≥4 | ≥7 | ≥10 | ≥13 | ≥16 | ≥20 | ≥26 | ≥33 | ≥40 |
| Tensile Strength at Break(TD/MD) | ≥6 | ≥10 | ≥15 | ≥20 | ≥25 | ≥30 | ≥40 | ≥50 | ≥60 |
| Elongation at Yield(TD/MD) | _ | _ | _ |
≥11 |
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| Puncture Strength(N) | ≥72 | ≥120 | ≥180 | ≥240 | ≥300 | ≥360 | ≥480 | ≥600 | ≥720 |
| Elongation (TD/MD) | ≥600 | ||||||||
| Oxidation Induction Time(min) |
≥60 |
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|
Water vapor permeability coefficient ( g*cm/(cm*s*Pa)) |
≤1.0x10-13 |
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| Dimensional Stability | ±2.0 | ||||||||
Pond Liner HDPE Geomembrane Professional Installation Tips:
The geomembrane can not be dragged and pull to avoid hu ing by sharp objects during carrying.
1. It should be extended from the bottom toward the top, can not tightly pull, it should keep 1.5% margins for local stretching. To view actual conditions, the laying sequence from top to bottom is adopted for the slope.
2. Two adjacent geomembrane's joints in the machine direction should not be on a levelline, should be staggered over 1 m. The overlap should be over 20cm.
3. The joints in the machine direction should be over 1.5m apa from the foot of dam, turn, should be located at the plane.
4. Laying order: first slope then the bottom of site
5. The direction of extened geomembrane should be basically paraliel with the line of maximum slope when laying the slope.
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