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When a geosynthetics liner system is installed in a slope that is made by overburden geomaterials behind the seawall of a controlled sea-based disposal site, the liner is suffered from shear force caused by the self-weight of the mass of geomaterials. A series of direct shear tests on two to five layered models were conducted by using a newly developed apparatus that can measure each component of the liner system. The resisting mechanism of the multi-liner system was well understood by analyzing shear stress and relative displacement relations between the adjacent components.
- 国際ジオシンセティックス学会 日本支部の論文
国際ジオシンセティックス学会 日本支部 | 論文
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