0.75mm 30 Mil Thick HDPE Geomembrane Agricultural Pond Liner Gm13 Standard
Gm13 Standard 0.75mm 30 Mil Thick HDPE Geomembrane Agricultural Pond Liner
YIXING SHENZHOU Smooth HDPE Geomembrane is manufactured from High density polyethylene resin with proportional carbon black antioxidant, anti-aging and UV-resistance materials by the technology of coextrusion-blown triple layer. The surface of both sides are smooth.
| Item | Value |
| Type | HDPE Geomembrane |
| Warranty | More than 5 years |
| After-sale Service | Online technical support |
| Application | Landfill, Tunnel, Subway, Fish Ponds, Shrimp Ponds, Bamboo/Tree Barrier, Bank, Dam, Pool etc |
| Place of Origin | JIANGSU, China |
| Color | Black,Green,Blue,White, Yellow |
| Thickness | 0.3-3.0mm |
| Width | 1m-10m |
| Surface | Smooth Surface |
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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