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(smooth)Index of High Density Polyethylene Geomembrane for Landfill Site CJ/T 234-2006
LDPE geomembrane,LLDPE geotechnical membrane,HDPE geomembrane,EVA geotechnical Film,ECB geomembrane,PVC geotechnical membrane,textured geomembrane etc.
Key words :
(smooth)Index of High Density Polyethylene Geomembrane for Landfill Site CJ/T 234-2006
Category :
Polyethylene Geomembrane
Details description
Description:
Features: waterproof,isolation
Products include:LDPE geomembrane,LLDPE geotechnical membrane,HDPE geomembrane,EVA geotechnical Film,ECB geomembrane,PVC geotechnical membrane,textured geomembrane etc.
(smooth)Index of High Density Polyethylene Geomembrane for Landfill Site CJ/T 234-2006
NO. |
Index |
Test value |
||||||
0.75mm |
1.00mm |
1.25mm |
1.50mm |
2.00mm |
2.50mm |
3.00mm |
||
1 |
Minimum density g/cm³ |
0.939 |
||||||
2
|
tensile property |
|
|
|
|
|
|
|
Yield Strength(Stress)N/mm |
11 |
15 |
18 |
22 |
29 |
37 |
44 |
|
Fracture Strength(Stress)N/mm |
20 |
27 |
33 |
40 |
53 |
67 |
80 |
|
elongationat yield% |
12 |
|||||||
elongation at break% |
700 |
|||||||
3 |
Right-angle tear strength N |
93 |
125 |
156 |
187 |
249 |
311 |
374 |
4 |
Puncture strength N |
240 |
320 |
400 |
480 |
640 |
800 |
960 |
5 |
Environmental Stress Cracking Resistance(Single-point Incision Constant Load Tensile Method) |
300 |
||||||
6 |
carbon black |
|
|
|
|
|
|
|
Carbon black content(range)% |
2.0--3.0 |
|||||||
Carbon Black Dispersion |
Nine of the 10 observation areas should belong to level 1 or 2, and no more than one should belong to level 3 |
|||||||
7 |
OIT) Induction time of oxidation |
|
|
|
|
|
|
|
Standard OIT,min;or |
100 |
|||||||
HIGH PRESSURE OIT,min |
400 |
|||||||
8 |
Aging of 85°C oven (minimum average) |
|
|
|
|
|
|
|
After 90 days of baking, the retention rate of standard OIT is 0%; or |
55 |
|||||||
Retention of high pressure OIT after 90 days of baking % |
80 |
|||||||
9 |
Ultraviolet Resistance |
|
||||||
Retention of standard OIT after 1600 hours of ultraviolet irradiation |
50 |
|||||||
After 1600 hours of ultraviolet irradiation, the retention of high-pressure OIT was less than 0%. |
50 |
|||||||
10 |
CLow Temperature Impact Embrittlement Property |
pass |
||||||
11 |
Water vapor permeability coefficient g·cm/(c㎡.s·Pa) |
≦1.0X10^(-13) |
||||||
12 |
dimensional stability % |
±2 |
Application:
landfill,sewage or waste disposal field seepage;
Along the river,the lake dam, tailings dam, dam and reservoir area sewage channel, and a liquid storage tank (pit mine);
Subway,underground chambers and tunnels,the tunnel lining;
Subgrade and foundation of saline seepage;
Embankment, dam foundation impervious blanket and vertical impervious layer,construction of cofferdam,scrap yard;
Sea water,fresh water breeding farm.
Highway,highway,railway subgrade;expansive soil and collapsible loess waterproof layer.
Roofing seepage proofing.
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