Stability of Footing Situated on Slope Subjected to Toe Excavation
碩士 === 國立成功大學 === 土木工程學系 === 102 === Some two-dimensional (2-D) model tests are performed to investigate the stability of a rigid footing at the crest of a slope subjected to an unloading at the toe of the slope. The effectiveness of using “reinforced earth slab” technique to reduce the settlement o...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2014
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| Online Access: | http://ndltd.ncl.edu.tw/handle/40559909373029962010 |