ADEAM (HG type) Item No. MAK-006
ADEAM is a high-strength, low-elongation, low-creep strain geotextile made from aramid fiber (Technora®), strongly confines the soil and exerts its strength in embankment and ground reinforcement.
There are two types: “HG type” in which aramid fibers are inserted into a polyethylene net, and “F type” in which a grid-style woven fabric in which polyester fibers and aramid fibers are interwoven.
The HG type has a wide range of limit tensile strength of 22 to 120 kN / m considering creep, and the appropriate product can be selected according to the applied site.
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| Product No. | HG-36 | HG-50 | HG-60 | HG-80 | HG-100 | HG-120 | HG-150 | HG-200 | |
| Mesh(mm) | 100×28 | 50×28 | |||||||
| Width(m) | 1.2 | ||||||||
| Length(m) | 30 | ||||||||
| Quality control strength*1 | （kN/m） | 36 | 50 | 60 | 80 | 100 | 120 | 150 | 200 |
| Elongation(%) | 4.5 | ||||||||
| Product standard strength*2 | （kN/m） | 34 | 47 | 57 | 76 | 93 | 112 | 139 | 185 |
| The Limit tensile strength (kN / m) considering creep | （kN/m） | 22 | 30 | 37 | 49 | 60 | 72 | 90 | 120 |
* Quality control strength and growth rate both indicate “warp”
* 1 Quality control strength: Standard strength in quality control tests (width of speciment [1 strand] / tensile strain speed [50% / min]) to check quality during product manufacturing under standard test environment.
* 2 Product standard strength: The base strength for designing reinforced soil with ADEAM, and is the standard strength in performance confirmation tests (test specimen width [wide- width 22.4 cm] / tensile strain speed [1% / min].
Characteristics
●High strength and low elongation characteristics enable to confine the soil, and build a stable embankment with less deformation.
●Excellent friction with soil
●Excellent weather resistance, chemical resistance, cold / heat resistance and impact resistance
●Possible to select the product with the optimum limit tensile strength, which brings the reduction of construction costs.
●Enables to build a vertical wall (reinforcement of the back embankment of the vertical retaining wall) by ADEAM Wall
●Enables to build a green steep embankment by the ADEAM Unit Cap Construction Method
