Study on Behaviors of Cantilever Retaining Wall during Excavation in Clay Ground.
碩士 === 國立中央大學 === 土木工程研究所 === 93 === The lateral earth pressure will be released from the deformation of cantilever retaining wall during excavation. In consequence of the pressure decreasing, the surface settlement and lateral deformation may occur, and may endanger adjacent structures and lifeline...
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| Format: | Others |
| Language: | zh-TW |
| Online Access: | http://ndltd.ncl.edu.tw/handle/36362201416897119348 |