A Study on Application of Continuous Wall Auxiliary Method on Deep Excavation
碩士 === 中華大學 === 營建管理研究所 === 95 === Under the conditions of normal construction, an underground soil retaining facility will cause the inner and outer soil pressure to be in a non-equilibrium status due to excavation. When the earth is excavated and moved away, and as the retaining system is erected,...
| 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/42723015144028464203 |