
Mountain slope protection Geocomposite
Subclassification:
Geocomposite
Key words:
Geocomposite
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Product Details
Composite geosynthetics are composite substances composed of soil and one-of-a-kind auxiliary materials. It is generally composed of soil and bolstered or elevated substances (such as fibers, bentonite, clay minerals, chemical additives, etc.), and is made thru mixing, compaction, solidification and precise processes.
Composite geotechnical factors have higher than one factors and advantages. Firstly, it has remarkable tensile and compressive strength, which can enhance the mechanical residences of soil, enhance its bearing capacity, seismic and liquefaction resistance. Secondly, composite geotechnical sources can enhance the engineering residences of soil, such as bettering its impermeability, anti slip and stability, reducing soil contract and lateral deformation. In addition, composite geotechnical factors have proper sturdiness and corrosion resistance, and can cope with unique environmental stipulations and engineering requirements.
The software program software fields of composite geotechnical sources are very extensive. In critical engineering, it can be used for soil reinforcement, groundwork treatment, slope protection and precise engineering projects. In transportation engineering, it can be used in floor engineering such as roads, railways, and airport runways. In hydraulic engineering, it can be used in responsibilities such as embankments, dams, and revetments. In environmental engineering, it can be used in initiatives such as landfills and waste disposal sites. In addition, composite geotechnical substances can in addition be utilized in a couple of fields such as mining engineering, tunnel engineering, and marine engineering.
In summary, composite geotechnical components are an indispensable civil engineering material with a couple of factors and utility advantages, which are of extremely good magnitude for bettering the engineering normal universal overall performance of soil and bettering the steadiness of engineering structures.
Property | unit | BC50/D200 | BC63/D200 | BC70/D200 | BC80/D200 | Test Standard | |
Geocomposite specification | |||||||
Hydraulic conductivity(MD) |
M²/s | 2.8×10-3 | 3.2×10-3 | 4.0×10² | 5×10-3 | ASTM D4716 | |
Puncture | KN/m | 0.17 | 0.17 | 0.17 | 0.17 | ASTM D7005 | |
Resistance | |||||||
Core Material Geonet Specification | |||||||
Thickness | mm | 6.3 | 7.0 | 8.0 | 9.0 | ASTM D5199 | |
Density | g/cm³ | 0.94 | 0.94 | 0.94 | 0.94 | ASTM D1505 | |
Carbon Black Content | % | 2 | 2 | 2 | 2 | ASTM D1603 | |
Tensile strength (MD) | KN/m | 8.0 | 10.0 | 12.0 | 14.0 | ASTM D7179 | |
Geotextile Specification | |||||||
Unit weight | g/m2 | 200 | 200 | 200 | 200 | 200 | |
Geotextile type | Continuous filament non-woven geotextile |
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