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1. High strength
2. Strong puncture resistance.
3. Acid and alkali resistance, corrosion resistance
4. High water permeability
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| Application: | |
| Material: | |
| Color: | |
| Usage: | |
| Width: | |
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geotextile
Non Woven short fiber Geotextile
100% Polyester Nonwoven Geotextile & Silt Fence Fabrics Ground Cover Fabrics In Roll
https://www.zlgeo.com/contactus.htmlProduct Description
Geotextiles are used in civil, geotechnical and environmental engineering for a range of specific engineering functions such as separation, filtration, drainage, reinforcement and erosion control applications.
2.Product Feature
| 1) UV resistant |
| 2) High temperature resistance to up to 230℃ maintaining structure stability and original physical properties |
| 3)High flat drainage and vertical permeability |
| 4) High creep resistance |
| 5) Resistance of erosion of chemicals in soil as well as thecorrosion of gasoline and diesel etc |
| 6) High elongation under certain stress, thus able to adapt to uneven and irregular bases |
3.Product Parameter
| Specification | 100 | 150 | 200 |
| Deviation ofmass per unit area (%) | -8 | -8 | -8 |
| Thickness(mm>) | 0.9 | 1.3 | 1.7 |
| Amplitu de-deviation(%) | 0.5 | ||
| Breaking strength(KN/m>) | 2.5 | 4.5 | 6.5 |
| Elongation atbreak(%) | 25500 | ||
| CBR bu rst stren gth (KN>) | 0.3 | 0.6 | 0.9 |
| Equivalent aperture 090(095)(mm) | 0.07-0.2 | ||
| Vertical permeability coefficient(cm/s) | K*(1OJ1~ioa.3)(K=1.0-9.9) | ||
| Tearing strength (KN>) | 0.08 | 0.12 | 0.16 |
| Note: TD=transverse direction LD= longitudinal direction | |||
| Specification | 100 | 150 | 200 | 250 | 300 | 350 | 400 | 450 | 500 |
| Deviation of mass per unit area (%) | -8 | -8 | -8 | -8 | -7 | -7 | -7 | -7 | -6 |
| Thickness(mm>) | 0.9 | 1.3 | 1.7 | 2.1 | 2.4 | 2.7 | 3.0 | 3.3 | 3.6 |
| Amplitude- deviation(%) | 0.5 | ||||||||
| Breaking strength (KN/m>) | 2.5 | 4.5 | 6.5 | 8.0 | 9.5 | 11.0 | 12.5 | 14.0 | 16.0 (LD/TD) |
| Elongation at break(%) | 25-100 | ||||||||
| CBR burst strength (KN>) | 0.3 | 0.6 | 0.9 | 1.2 | 1.5 | 1.8 | 2.1 | 2.4 | 2.7 |
| Equivalent aperture 090(095)(mm) | 0.07-0.2 | ||||||||
| Vertical permeability coefficient(cm/s) | (K=1.0~9.9) | ||||||||
| Tearing strength (KN>) | 0.08 | 0.12 | 0.16 | 0.20 | 0.24 | 0.28 | 0.33 | 0.38 | 0.42 (LD/TD) |
| Note: TD=transverse direction LD= longitudinal direction | |||||||||
4.Project Cases
Road Construction
Road Repair
Repaving
Sports Fields
Railroads
Embankment Stabilization and Support
Support for Retaining Walls
Separation
To separate two layers of soil with different physical properties, such as the separation of road gravel from soft sub-base materials.
Reinforcement
To improve the load bearing capacity of a specific soil structure, such as the reinforcement of a retaining wall.
Drainage
100% Polyester Nonwoven Geotextile & Silt Fence Fabrics Ground Cover Fabrics In Roll
https://www.zlgeo.com/contactus.htmlProduct Description
Geotextiles are used in civil, geotechnical and environmental engineering for a range of specific engineering functions such as separation, filtration, drainage, reinforcement and erosion control applications.
2.Product Feature
| 1) UV resistant |
| 2) High temperature resistance to up to 230℃ maintaining structure stability and original physical properties |
| 3)High flat drainage and vertical permeability |
| 4) High creep resistance |
| 5) Resistance of erosion of chemicals in soil as well as thecorrosion of gasoline and diesel etc |
| 6) High elongation under certain stress, thus able to adapt to uneven and irregular bases |
3.Product Parameter
| Specification | 100 | 150 | 200 |
| Deviation ofmass per unit area (%) | -8 | -8 | -8 |
| Thickness(mm>) | 0.9 | 1.3 | 1.7 |
| Amplitu de-deviation(%) | 0.5 | ||
| Breaking strength(KN/m>) | 2.5 | 4.5 | 6.5 |
| Elongation atbreak(%) | 25500 | ||
| CBR bu rst stren gth (KN>) | 0.3 | 0.6 | 0.9 |
| Equivalent aperture 090(095)(mm) | 0.07-0.2 | ||
| Vertical permeability coefficient(cm/s) | K*(1OJ1~ioa.3)(K=1.0-9.9) | ||
| Tearing strength (KN>) | 0.08 | 0.12 | 0.16 |
| Note: TD=transverse direction LD= longitudinal direction | |||
| Specification | 100 | 150 | 200 | 250 | 300 | 350 | 400 | 450 | 500 |
| Deviation of mass per unit area (%) | -8 | -8 | -8 | -8 | -7 | -7 | -7 | -7 | -6 |
| Thickness(mm>) | 0.9 | 1.3 | 1.7 | 2.1 | 2.4 | 2.7 | 3.0 | 3.3 | 3.6 |
| Amplitude- deviation(%) | 0.5 | ||||||||
| Breaking strength (KN/m>) | 2.5 | 4.5 | 6.5 | 8.0 | 9.5 | 11.0 | 12.5 | 14.0 | 16.0 (LD/TD) |
| Elongation at break(%) | 25-100 | ||||||||
| CBR burst strength (KN>) | 0.3 | 0.6 | 0.9 | 1.2 | 1.5 | 1.8 | 2.1 | 2.4 | 2.7 |
| Equivalent aperture 090(095)(mm) | 0.07-0.2 | ||||||||
| Vertical permeability coefficient(cm/s) | (K=1.0~9.9) | ||||||||
| Tearing strength (KN>) | 0.08 | 0.12 | 0.16 | 0.20 | 0.24 | 0.28 | 0.33 | 0.38 | 0.42 (LD/TD) |
| Note: TD=transverse direction LD= longitudinal direction | |||||||||
4.Project Cases
Road Construction
Road Repair
Repaving
Sports Fields
Railroads
Embankment Stabilization and Support
Support for Retaining Walls
Separation
To separate two layers of soil with different physical properties, such as the separation of road gravel from soft sub-base materials.
Reinforcement
To improve the load bearing capacity of a specific soil structure, such as the reinforcement of a retaining wall.
Drainage
