100% Virgin TR131 Material Three Layer Hdpe Geomembrane Extrusion Production Method
100% Virgin TR131 Material With Three Layer Extrution Production Method High Quality Hdpe Geomembrane
Hdpe double smooth geosynthetic membrane is consist by 97.5% high density polyethylene material and about 2.5% carbon black and other material.
HDPE geomembrane liner is resistant to many different solvents, it's the most widely used as geomembrane liner in the world. Product provides higher specific strength and can withstand higher temperatures. Its exceptional chemical and ultraviolet resistance properties make it an extremely cost-effective product.
Our Anti-seepage HDPE geomembrana is manufactured via triple co-extrusion technique by the most advanced automatic equipment. All the productions are manufactured according to US GRI standards and ASTM, complete specifications with superior quality. The width can reach 8m. Anti-seepage HDPE geomembrane IS far more cost effective, environmentally safe, excellent durable, chemically resistant, fast deployment and easy transportation than traditional concrete, asphalt and compacted clay.
Product Details
Properties |
Test | Test Value | Testing | |||||||
| Method | Frequency | |||||||||
| 30 mils | 40 mils | 50 mils | 60 mils | 80 mils | 100 mils | 120 mils | (minimum) | |||
| Thickness mils (min. ave.) | D 5994 | nom. (-5%) | nom. (-5%) | nom. (-5%) | nom. (-5%) | nom. (-5%) | nom. (-5%) | nom. (-5%) | per roll | |
| · | lowest individual for 8 out of 10 values | -10% | -10% | -10% | -10% | -10% | -10% | -10% | ||
| · | lowest individual for any of the 10 values | -15% | -15% | -15% | -15% | -15% | -15% | -15% | ||
| Asperity Height mils (min. ave.) (1) | D 7466 | 10 mil | 10 mil | 10 mil | 10 mil | 10 mil | 10 mil | 10 mil | every 2nd roll (2) | |
| Density (min. ave.) | D 1505/D 792 | 0.940 g/cc | 0.940 g/cc | 0.940 g/cc | 0.940 g/cc | 0.940 g/cc | 0.940 g/cc | 0.940 g/cc | 200,000 lb | |
| Tensile Properties (min. ave.) (3) | D 6693 | 20,000 lb | ||||||||
| · | yield strength | Type IV | 63 lb/in. | 84 lb/in. | 105 lb/in. | 126 lb/in. | 168 lb/in. | 210 lb/in. | 252 lb/in. | |
| · | break strength | 45 lb/in. | 60 lb/in. | 75 lb/in. | 90 lb/in. | 120 lb/in. | 150 lb/in. | 180 lb/in. | ||
| · | yield elongation | 12% | 12% | 12% | 12% | 12% | 12% | 12% | ||
| · | break elongation | 100% | 100% | 100% | 100% | 100% | 100% | 100% | ||
| Tear Resistance (min. ave.) | D 1004 | 21 lb | 28 lb | 35 lb | 42 lb | 56 lb | 70 lb | 84 lb | 45,000 lb | |
| Puncture Resistance (min. ave.) | D 4833 | 45 lb | 60 lb | 75 lb | 90 lb | 120 lb | 150 lb | 180 lb | 45,000 lb | |
| Stress Crack Resistance (4) | D 5397 | 300 hr. | 300 hr. | 300 hr. | 300 hr. | 300 hr. | 300 hr. | 300 hr. | per GRI GM10 | |
| (App.) | ||||||||||
| Carbon Black Content (range) | D 4218 (5) | 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 % | 20,000 lb | |
| Carbon Black Dispersion | D 5596 | note (6) | note (6) | note (6) | note (6) | note (6) | note (6) | note (6) | 45,000 lb | |
| Oxidative Induction Time (OIT) (min. ave.) (7) | 200,000 lb | |||||||||
| (a) Standard OIT | D 3895 | 100 min. | 100 min. | 100 min. | 100 min. | 100 min. | 100 min. | 100 min. | ||
| — or — | ||||||||||
| (b) High Pressure OIT | D 5885 | 400 min. | 400 min. | 400 min. | 400 min. | 400 min. | 400 min. | 400 min. | ||
| Oven Aging at 85°C (7), (8) | D 5721 | |||||||||
| (a) Standard OIT (min. ave.) - % retained after 90 days | D 3895 | 55% | 55% | 55% | 55% | 55% | 55% | 55% | per each | |
| — or — | formulation | |||||||||
| (b) High Pressure OIT (min. ave.) - % retained after 90 days | D 5885 | 80% | 80% | 80% | 80% | 80% | 80% | 80% | ||
| UV Resistance (9) | D 7238 | |||||||||
| (a) Standard OIT (min. ave.) | D 3895 | N.R. (10) | N.R. (10) | N.R. (10) | N.R. (10) | N.R. (10) | N.R. (10) | N.R. (10) | per each | |
| — or — | formulation | |||||||||
| (b) High Pressure OIT (min. ave.) - % retained after 1600 hrs (11) | D 5885 | 50% | 50% | 50% | 50% | 50% | 50% | 50% | ||
Applications
.Irrigation ponds, canals, ditches & water reservoirs
.Mining engineering
.Golf course & decorative ponds
.Landfill cells, covers, & caps
.Wastewater lagoons
.Secondary containment cells/systems
.Liquid containment
.Environmental containment
.Soil Remediation
Technical Notes
HDPE is a very technical product to work with. It must be installed by certified welding technicians using specialized welding equipment to ensure performance.
Installations are temperature and poor weather sensitive.
40 mil HDPE liner requires extra effort to ensure that the subgrade is in excellent condition. It is suitable as an upgrade from products like the 20 mil RPE for larger installations and is an excellent secondary containment liner on multi-layer systems (for example; subgrade, geotextile layer, 40 mil
HDPE layer, drainage net layer, 60 mil HDPE layer, geotextile layer, fill.)
60 mil HDPE liner is the staple of the industry and is suitable for most applications.
80 mil HDPE liner is a thicker design for more aggressive subgrades.
Recommend Thickness for different civil engainnering
1, Aquaculture (including fish pond, shrimp pond, seaweed farming etc. )
normally use 0.25mm~0.5mm
2, Agriculture( including lotus farming, reservoir, drinking water tank, irrigation system etc.) normally use 0.5mm~1.0mm
3, Landscape (including artificial lake, river, slop protection, greening waterproof etc.) normally use 0.5mm~1.0mm
4, Water conservancy ( including dam anti-seepage, strengthen etc.)
normally use 0.75mm~1.5mm
5, Roof anti-seepage ( roof planting, roof waterproof, roof garden waterproof etc.)
normally use 0.5mm~1.0mm
6, Underground anti-seepage ( including traffic, subway and roadway’s foundation strengthen, workshop waterproof)
normally use 0.5mm~1.0mm
7, Environmental protection (including landfill, sewage treatment work, power regulating reservoir, industrial and hospital solid waste)
normally use 1.0mm~2.0mm
8, Mining (including Washing tank, ash yard, dissolution tank, sedimentation tank, bottom anti-seepage of tailings etc.)
normally use 1.0mm~2.0mm
Successful Engineering case show
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