This product is a geomembrane made primarily from virgin thermoplastic resin, scientifically formulated with additives such as carbon black, anti-aging agents, and UV absorbers, and formed through a process of heating, melting, plasticizing, extrusion, calendering, and cooling.
Classified by material, these include standard high-density polyethylene geomembranes, smooth-surfaced high-density polyethylene geomembranes for environmental protection, single-textured high-density polyethylene geomembranes for environmental protection, double-textured high-density polyethylene geomembranes for environmental protection, low-density polyethylene geomembranes, and linear low-density polyethylene geomembranes for environmental protection.
Width: Not less than 2000 mm;
Thickness: 0.30 mm, 0.50 mm, 0.75 mm, 1.00 mm, 1.25 mm, 1.50 mm, 2.00 mm, 2.50 mm, 3.00 mm.
GH-1: Standard high-density polyethylene geomembrane; GH-2S: Smooth-surfaced high-density polyethylene geomembrane for environmental protection; GH-2T1: Single-textured high-density polyethylene geomembrane for environmental protection; GH-2T2: High-Density Polyethylene Geomembrane with Double-Sided Textured Surface for Environmental Protection, GL-1 Low-Density Polyethylene Geomembrane, GL-2 Linear Low-Density Polyethylene Geomembrane for Environmental Protection.
Example: A smooth-surfaced, high-density polyethylene geomembrane for environmental protection applications, with a width of 2000 mm and a thickness of 1.25 mm, can be denoted as: GH-2S 2000/1.25 GB/T 17643-2011
Suitable for waterproofing and seepage control projects such as landfills, artificial lakes, reservoir embankments, chemical reaction tanks, drinking water reservoirs, and fish ponds; green roofs, subways, culverts, and underground waterproofing and seepage control projects for buildings; particularly suitable for backfilling projects with high seepage control requirements and steep slopes.
Applicable Standard: GB/T 17643-2011 "Geosynthetics—Polyethylene Geomembranes."
| No. | Project | Indicators | ||||||||
| Thickness (mm) | 0.30 | 0.50 | 0.75 | 1.00 | 1.25 | 1.50 | 2.00 | 2.50 | 3.00 | |
| 1 | Density (g/cm³) ≥ | 0.940 | ||||||||
| 2 | Tensile Yield Strength
(Longitudinal and transverse) N/mm ≥ |
4 | 7 | 10 | 13 | 16 | 20 | 26 | 33 | 40 |
| 3 | Tensile Strength at Break
(Longitudinal and transverse) N/mm ≥ |
6 | 10 | 15 | 20 | 25 | 30 | 40 | 50 | 60 |
| 4 | Yield Elongation
(Vertical, Horizontal) % ≥ |
11 | ||||||||
| 5 | Elongation at Break
(Vertical, Horizontal) % ≥ |
600 | ||||||||
| 6 | Right-Angle Tear Load (Longitudinal, Transverse) N | 34 | 56 | 84 | 115 | 140 | 170 | 225 | 280 | 340 |
| 7 | Carbon black content: % | 2.0~3.0 | ||||||||
|
No. |
Project | Indicators | ||||||
| Thickness (mm) | 0.75 | 1.00 | 1.25 | 1.50 | 2.00 | 2.50 | 3.00 | |
| 1 | Density (g/cm³) ≥ | 0.940 | ||||||
| 2 | Roughness Height (mm) ≥ | 0.25 | ||||||
| 3 | Tensile yield strength (longitudinal and transverse) N/mm ≥ | 11 | 15 | 18 | 22 | 29 | 37 | 44 |
| 4 | Tensile strength at break (longitudinal and transverse) N/mm ≥ | 8 | 10 | 13 | 16 | 21 | 26 | 32 |
| 5 | Yield Elongation (Longitudinal, Transverse) % ≥ | 12 | ||||||
| 6 | Elongation at Break (Longitudinal, Transverse) % ≥ | 100 | ||||||
| 7 | Right-Angle Tear Load (Longitudinal, Transverse) N | 93 | 125 | 160 | 250 | 250 | 315 | 375 |
| 8 | Puncture resistance (N) | 200 | 270 | 335 | 535 | 535 | 670 | 800 |
| 9 | Carbon black content: % | 2.0~3.0 | ||||||
|
No. |
Project | Indicators | ||||||||
| Thickness (mm) | 0.30 | 0.50 | 0.75 | 1.00 | 1.25 | 1.50 | 2.00 | 2.50 | 3.00 | |
| 1 | Density (g/cm³) ≤ | 0.939 | ||||||||
|
2 |
Tensile Yield Strength
(Longitudinal and transverse) N/mm ≥ |
6 |
9 |
14 |
19 |
23 |
28 |
37 |
47 |
56 |
|
3 |
Yield Elongation
(Vertical, Horizontal) % ≥ |
560 |
||||||||
|
4 |
Right-Angle Tear Load (Longitudinal, Transverse) N |
27 |
45 |
63 |
90 |
108 |
135 |
180 |
225 |
270 |
| 5 | Puncture resistance (N) | 52 | 81 | 135 | 175 | 220 | 260 | 350 | 435 | 525 |
| No. | Project | Indicators | |||||||
| Thickness (mm) | 0.50 | 0.75 | 1.00 | 1.25 | 1.50 | 2.00 | 2.50 | 3.00 | |
| 1 | Density (g/cm³) ≤ | 0.939 | |||||||
|
2 |
Tensile Strength at Break
(Longitudinal and transverse) N/mm ≥ |
13 |
20 |
27 |
33 |
40 |
53 |
66 |
80 |
| 3 | Elongation at Break (Longitudinal, Transverse) % ≥ | 800 | |||||||
| 4 | 2% secant modulus, N/mm ≤ | 210 | 370 | 320 | 520 | 630 | 840 | 1050 | 1260 |
| 5 | Right-Angle Tear Load (Longitudinal, Transverse) N | 50 | 70 | 100 | 120 | 150 | 200 | 250 | 300 |
| 6 | Puncture resistance (N) | 120 | 190 | 150 | 310 | 370 | 500 | 620 | 750 |