Geotextile Bag
Geotextile bags, also known as geobags, are specialized containers made of geotextile material that are commonly used in civil engineering and environmental applications. Geotextile bags are typically filled with soil, sand, or other granular materials to create structures such as retaining walls, erosion barriers, or anti-flood defenses.
Here are some common product details for geotextile bags:
Material: Geotextile bags are typically made from synthetic materials such as polypropylene or polyester that offer high strength and durability.
Sizes: Geotextile bags are available in various sizes depending on the specific application. Common sizes range from small bags used for landscaping projects to larger bags used in construction and infrastructure projects.
Design: Geotextile bags are designed with a permeable fabric that allows water to pass through while retaining the fill material inside. This design helps to prevent erosion and maintain the integrity of the structure.
Strength: Geotextile bags are engineered to withstand high loads and pressures, making them suitable for use in challenging environmental conditions.
Applications: Geotextile bags are commonly used for slope stabilization, shoreline protection, flood control, and other civil engineering projects where erosion control and soil retention are essential.
Installation: Geotextile bags are relatively easy to install and require minimal equipment. They can be stacked, layered, or arranged in various configurations to suit the specific requirements of the project.
Durability: Geotextile bags are resistant to UV degradation, chemicals, and biological degradation, ensuring long-lasting performance in harsh environmental conditions.
If you require specific product details or need assistance in finding geotextile bags for your project, feel free to provide more information so I can help you further.
Project | Performance Indicators | |||||||
Nominal Strength,kN/m | 2.5 | 4.5 | 6.5 | 9.5 | 12.5 | 16.0 | 19.0 | 25.0 |
Longitudinal and Transverse Tensile Breaking Strength, kN/m | ≥2.5 | ≥4.5 | ≥6.5 | ≥9.5 | ≥12.5 | ≥16.0 | ≥19.0 | ≥25.0 |
Longitudinal and Transverse Elongation At Break | 25%~100% | |||||||
Vertical Or Horizontal Tearing,kN | ≥0.08 | ≥0.12 | ≥0.16 | ≥0.24 | ≥0.33 | ≥0.42 | ≥0.46 | ≥0.60 |
CBR Top Break Power,kN | ≥0.3 | ≥0.6 | ≥0.9 | ≥1.5 | ≥2.1 | ≥2.7 | ≥3.2 | ≥4.0 |
Vertical and Horizontal Grip Strength,kN | ≥0.18 | ≥0.26 | ≥0.34 | ≥0.50 | ≥0.70 | ≥0.95 | ≥1.10 | ≥1.30 |
Thicknesses | ≥0.9 | ≥1.3 | ≥1.7 | ≥2.4 | ≥3.0 | ≥3.6 | ≥4.1 | ≥5.0 |
Equivalent Pore Size○95,mm | 0.07~0.20 | |||||||
Vertical Permeability Coefficient,cm/s | 1.0×(100~10-3) | |||||||
UV Strength Retention Rate | ≥80% | |||||||
Mass Per Unit Area,g/m2 | ≥100 | ≥150 | ≥200 | ≥300 | ≥400 | ≥500 | ≥600 | ≥800 |
Quality Deviation Per Unit Area | ±5% | ±4% | ±3% | |||||
Width Deviation | ±0.5% | |||||||
