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Thông tin chi tiết sản phẩm:
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| Vật liệu: | Nhựa 100% hdpe | độ dày: | 1.2-1,5mm |
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| bề mặt: | Bề mặt mịn hoặc kết cấu | độ bền kéo: | 25kn/m |
| Tiêu chuẩn: | ASTM; Tiêu chuẩn GB; | Sức mạnh vỏ: | 14,2 kN/m |
| Chiều cao: | 75mm | Màu sắc: | Màu đen; màu vàng; màu xanh lá cây |
| Khoảng cách hàn: | 356mm | Tỉ trọng: | 0,950 g/cm3 |
| Giấy chứng nhận: | Ce; iso; astm | ||
| Làm nổi bật: | 75mm HDPE Geocell for fairway stabilization,perforated HDPE Geocell for drainage,golf course geocell with warranty |
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Perforated 75mm HDPE Geocell for Golf Course Fairway & Drainage Stabilization
GeoMax® Geocell is an innovative ground improvement system designed to strengthen weak subgrades, enhance load distribution, and control surface erosion. Made from high-density polyethylene (HDPE), it expands into a rigid three-dimensional cell matrix that stabilizes the filled material—whether soil, sand, gravel, or recycled aggregates. Its robust composition ensures long-lasting performance with strong resistance to UV exposure, chemicals, and environmental degradation. GeoMax® Geocell is suitable for a wide range of civil and environmental projects, including transport infrastructure, slope and embankment protection, landfill works, and foundation enhancement, offering engineers a dependable, sustainable, and cost-efficient solution for soil reinforcement.
SPECIFICATIONS
| Index Properties | Test Method | Units | Values | |||||||
| Material | - | - | 100% Virgin HDPE | |||||||
| Carbon Black content | ASTM D 1603 | % | ≥1.5 | |||||||
| Density | ASTM D 1603 | g/cm3 | 0.935-0.965 | |||||||
| Sheet Thickness ± 3% | ASTM D 5199 | mm | 1.5 | |||||||
| Seam Peel Strength | USACE GL-86-19 | KN/m | ≥14.2 | |||||||
| Tensile strength at Yield | ASTM D 1603 | KN/m | ≥22 | |||||||
| Environmental stress crack resistance | ASTM D 1603 | hrs | ≥5000 | |||||||
| OIT oxidation induction time | ASTM D 1603 | min | ≥150 | |||||||
| Type | GM330 | GM356 | GM400 | GM432 | GM445 | GM500 | GM660 | GM712 | ||
| Welding Distance(mm) ± 3% | 330 | 356 | 400 | 432 | 445 | 500 | 660 | 712 | ||
| Cell Depth(mm) ± 3% | 50,75,100,150,200,250 | |||||||||
| Dimensions | ||||||||||
| Expanded Cell Size (width×length) (mm) ± 3% | 250 x 210 | 260 x 225 | 290 x 260 | 320 x 275 | 315 x 300 | 360 x 300 | 470 x 450 | 510 x 475 | ||
| Expanded Cell numbers(width×length) | 10 x 34 | 9 x 34 | 8 x 34 | 8 x 34 | 8 x 34 | 7 x 34 | 5 x 34 | 5 x 34 | ||
| Expanded Section size (width×length) (m) ± 3% | 2.50 x 7.14 | 2.34 x 7.65 | 2.32 x 8.84 | 2.56 x 9.35 | 2.52 x 10.2 | 2.52 x 11.22 | 2.35 x 15.3 | 2.55 x 16.15 | ||
| Expanded Section Area (m2) ± 5% | 17.85 | 17.9 | 20.5 | 23.94 | 25.7 | 28.74 | 35.95 | 41.18 | ||
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SOIL REINFORCEMENTGeomax®(Hdpe Geocell) is the solution to soil stabilization or soil reinforcement. It can increase the bearing capacity of the pavement and avoid cracking of the pavement. |
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SLOPE PROTECTIONGeomax®(Hdpe Geocell) is the obvious choice for slope protection or erosion control. It has both good drainage effect and slope protection. |
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CHANNEL PROTECTIONGeomax®(Hdpe Geocell) delivers stability and protection of channels |
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RETAINING WALLSGeomax®(Hdpe Geocell) offers highly permeable and acts as a great number of planting pots, allowing rainwater to infiltrate, minimizing runoff. |
What design methodologies do you recommend?
We recommend:
Empirical methods based on field experience
Semi-empirical approaches using modified California Bearing Ratio (CBR)
Analytical methods considering composite modulus
Finite element modeling for complex applications
How do you determine required interface friction?
Interface friction requirements are determined by:
Slope angle and height
Soil properties and loading conditions
Safety factor requirements
Potential water pressure conditions
Người liên hệ: Xu
Tel: +86 13966660061
