Staple Geotextile Enhancing Building Foundations and Slope
Protection with Durable Material
Product Introduction
Staple fiber geotextile is a geosynthetic material made from staple
fiber by nonwoven process. It has many uses in civil engineering.
Product Properties
1. Aging resistance: staple fiber geotextile has excellent aging
resistance, can resist ultraviolet light, high temperature
resistance, freezing resistance and chemical corrosion resistance,
and maintain the stability and functionality of the material.
2. Corrosion resistance: The use of polypropylene or polyester and
other chemical fiber raw materials, acid and alkali resistance, no
corrosion, no moth, anti-oxidation.
3. Water permeability: the staple fiber geotextile can still
maintain good water permeability under the pressure of soil and
water, and has superior air permeability and water permeability.
4. Strength and durability: Staple fiber geotextiles have high
tensile strength and deformation resistance, enhancing the
stability of building structures.
Product Application
1. Hydraulic engineering: Staple fiber geotextile is used for
reinforcement and filtration in reservoirs, DAMS, canals and other
projects to prevent soil erosion.
2. Road construction: used for reinforcement of railway roadbed,
maintenance of highway pavement, improve the bearing capacity and
stability of roadbed.
3. Environmental engineering: In landfill sites, sewage treatment
plants and other projects, to prevent the spread of pollutants,
with anti-puncture effect.
4. Civil engineering: Used as reinforcement and isolation materials
in the construction of tunnels, subways, airports and other
infrastructure to enhance the stability of soil.
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. |
