Analysis on the ultimate bearing capacity of geosynthetic-reinforced slopes
碩士 === 國立成功大學 === 土木工程學系碩博士班 === 95 === ABSTRACT A limit-equilibrium-based stability analysis method is developed to simulate the stability of geosynthetic-reinforced sand slopes stabilized with soil bags stacked on the slope face as well as unreinforced sand slope. The stability of unreinforced and...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2007
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| Online Access: | http://ndltd.ncl.edu.tw/handle/22576235736423347116 |