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概要
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Recently the method at face of slope for geogria reinforced soil wall has been changing from using vegetation sandbag to using steel facing unit. It is proved effects of confining that steel facing unit is equal to using vegetation sandbag by a lot of execution. And, many different stiffness of steel facing unit is used in geogrid reinforced soil wall. But such the steel facing unit is not proved definitely degree of confining. In this research, the test embankment was constructed by different stiffness of steel facing unit and, the deformation of the steel facing unit and degree of compaction around the steel facing unit was measured.
- 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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