Waste and Oil Containment Geotextile Liner
waste and oil containment geotextile liner
waste and oil containment geotextile liner Introduction
Non-woven Geotextiles are made from 100% staple polyester and polypropylene needle-punched filter fabric. They have excellent waterflow rates and drainage for the filtration of soil fines. Non-woven Geotextiles have a variety of uses, some of which include trench drains and wrapping perforated pipe to protect against erosion and being combined with geomembranes to provide protective cushioning. Other uses include tensile reinforcement, filtration, and separation for roads, roofs, railroads, ponds, dams, trenches, landfills, protection for shoreline and membrane liners, sub-grade stabilization, erosion control, and many other civil engineering and construction uses. This product is resistant to tears and punctures, soil chemicals, UV rays, mildew, and freeze thaw
waste and oil containment geotextile liner properties:
1.It is produced by spinning, needle punching process with super-strength polyester chip, so that the total carrying capacity is further raised.
2.It can keep primary characteristic for more long time, not liable to deform and break down.
3.It shows great characteristics at cid and alkali resistance, insect resistance and anti-mycotic.
4.Good water permeability.
5.Withstand High temperature and freezing, and is able to adapt to the different outer environment.
6.Light in weight, and can be packed as buyer require. So it is convenient to transport , storage and construct.
waste and oil containment geotextile liner Application:
1. Hydraulic Engineering: Inverse filtering & protection in reservoir dam, earth rock cofferdam, tunnel, gutter way, etc; Protection for impervious layer in artificial lake, river-way, reservoir, etc;
2. Road Works: Drainage work in retaining wall, road side slope, roadbed, under-layer of railway & airfield runway, interlayer for roadbed & pavement in highway & asphalt road (for drainage, isolation & reinforcement);
3. Harbor Engineering: Isolation of soft soil and rock block in cofferdam, dock and sea back;
4. Landfill Site Projects: Isolation & protection of impervious layer and basement, isolation of filter material & waste in land fill site;
5. Landscape Engineering: Isolation between green plant layer & base in landscape planting projects;
6. Other Usage: Drainage & reinforcement for week ground work (increase its bearing capacity); Isolation & impervious layer for power plant, mill tailings, etc.
waste and oil containment geotextile liner Technical parameters:
NO. |
Item |
Specification |
Note |
|||||||||||
100 |
150 |
200 |
250g |
300 |
350g |
400 |
450 |
500 |
600 |
800 |
||||
1 |
Weight Variation% |
-8 |
-8 |
-8 |
-8 |
-7 |
-7 |
-7 |
-7 |
-6 |
-6 |
-6 |
|
|
2 |
Thickness mm |
0.9 |
1.3 |
1.7 |
2.1 |
2.4 |
2.7 |
3.0 |
3.3 |
3.6 |
4.1 |
5.0 |
||
3 |
Width Variation % |
-0.5 |
||||||||||||
4 |
Breaking Strength KN/m |
2.5 |
4.5 |
6.5 |
8.0 |
9.5 |
11.0 |
12.5 |
14.0 |
16.0 |
19.0 |
25.0 |
|
|
5 |
Elongation at Break % |
25~100 |
||||||||||||
6 |
CBR Mullen Burst Strength |
0.3 |
0.6 |
0.9 |
1.2 |
1.5 |
1.8 |
2.1 |
2.4 |
2.7 |
3.2 |
4.0 |
|
|
7 |
Sieve Size O90 mm |
0.07~0.2 |
|
|||||||||||
8 |
Vertical Permeability Coefficient cm/s |
K× (10-1~10-3)
|
k=1.0-9.9 |
|||||||||||
9 |
Tear Strength KN |
0.08 |
0.12 |
0.16 |
0.20 |
0.24 |
0.28 |
0.33 |
0.38 |
0.42 |
0.46 |
0.6 |
MD and TD |
|
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