Staple Geotextile High Strength And Versatility For Civil Engineering Projects
Product Introduction
Staple fiber geotextile is a widely used geosynthetic material, mainly made of staple fibers by needling or weaving process. This kind of geotextile has good physical properties and engineering application value.
Product Properties
1. High strength: Staple fiber geotextiles usually have high tensile strength and tear strength.
2. Good water permeability: able to allow water to pass through, helping with drainage and filtration.
3. Excellent chemical resistance: can resist the erosion of a variety of chemical substances, suitable for use in a variety of environmental conditions.
4. Ultraviolet resistance: has a certain ability to resist ultraviolet light, suitable for long-term exposure to outdoor use.
5. Resistance to biodegradation: it is not easily decomposed by microorganisms and has a long service life.
6. Flexibility: Can adapt to uneven ground conditions, reducing complexity in construction.
Product Application
1. Civil engineering: Used for roads, railways, airports and other infrastructure construction to improve the bearing capacity and stability of the foundation.
2. Hydraulic engineering: used as filtration and drainage materials in reservoirs, DAMS, canals and other projects.
3. Environmental engineering: Used in landfills, sewage treatment plants, etc., to prevent the penetration of pollutants.
4. Slope engineering: used for reinforcement and stability of slope to prevent landslide.
5. Soil reinforcement: Improve the shear strength of soil, used for strengthening weak foundations.
Product Specification
* Grams/㎡: 100g~800g/㎡
* Width:2m~6m
* Roll length:50m~100m
PS: Customized request accept for all above.
Product Specification and Technical Index (GB/T 17638—2017)
Item | Nominal Breaking Strength(KN/m) | |||||||||
3 | 5 | 8 | 10 | 15 | 20 | 25 | 30 | 40 | ||
1 | Breaking Strength (KN/m,≥,LD/TD) | 3.0 | 5.0 | 8.0 | 10.0 | 15.0 | 20.0 | 25.0 | 30.0 | 40.0 |
2 | Elongation Rate (%,≥,LD/TD) | 20~100 | ||||||||
3 | Bursting Strength(KN)≥ | 0.6 | 1.0 | 1.4 | 1.8 | 2.5 | 3.2 | 4.0 | 5.5 | 7.0 |
4 | Mass Deviation Rate Per Unit Area(%) | ±5 | ||||||||
5 | Width Variation ( %) | -0.5 | ||||||||
6 | Thickness Deviation Rate(%) | ±10 | ||||||||
7 | Sieve Size O90,O95 (mm) | 0.07~0.20 | ||||||||
8 | Vertical Permeability Coefficient (cm/s) | Kx(10ˉ1-10ˉ3) K=1.0-9.9 | ||||||||
9 | Tearing Strength (KN,≥,MD/CD) | 0.10 | 0.15 | 0.20 | 0.25 | 0.40 | 0.50 | 0.65 | 0.80 | 1.00 |
10 | Acid And Alkali Resistance (Strength Retention Rate)/%≥ | 80 | ||||||||
11 | Antioxidant Performance (Strength Retention Rate)/%≥ | 80 | ||||||||
12 | UV Resistance(Strength Retention Rate)/%≥ | 80 |
(GB/T17638-1998)
Specification | F100 | F150 | F200 | F250 | F300 | F350 | F400 | F450 | F500 | F600 | 800 | Remark |
Item | 100 | 150 | 200 | 250 | 300 | 350 | 400 | 450 | 500 | 600 | 800 | |
Weight Variation (%) | -8 | -8 | -8 | -8 | -7 | -7 | -7 | -7 | -6 | -6 | -6 | - |
Thickness (mm≥) | 0.90 | 1.20 | 1.70 | 2.10 | 2.40 | 2.70 | 3.00 | 3.20 | 3.60 | 4.10 | 5.00 | |
Width Variation ( %) | -0.50 | |||||||||||
Breaking Strength (KN/m,≥,LD/TD) | 2.50 | 4.50 | 6.50 | 8.00 | 9.50 | 11.00 | 12.50 | 14.00 | 16.00 | 19.00 | 25.00 | |
Elongation Rate (%,≥,LD/TD) | 25-100 | |||||||||||
CBR Burst Strength ( KN≥) | 0.30 | 0.60 | 0.90 | 1.20 | 1.50 | 1.80 | 2.10 | 2.40 | 2.70 | 3.20 | 4.00 | |
Sieve Size O90,O95 (mm) | 0.07-0.2 | |||||||||||
Vertical Permeability Coefficient (cm/s) | Kx(10ˉ1-10ˉ3) | K=1.0-9.9 | ||||||||||
Tearing Strength (KN,≥,MD/CD) | 0.08 | 0.12 | 0.16 | 0.20 | 0.24 | 0.28 | 0.33 | 0.38 | 0.42 | 0.46 | 0.60 | |
1) Specifications according to the mass per unit area, the actual specification between adjacent specifications in the table, according to the interpolation method to calculate the corresponding assessment index, if beyond the scope in the table, shall be determined between supplier and the demander. 2) Unit Weight standards according to the design or agreement. 3) Width as reference indexes for internal control of production, the appraisal based on the actual design value if user raised requests. |