Analysis on the Distribution of the Ground Settlement Caused by the Deformation of the Unlined Tunnel
碩士 === 國立中央大學 === 土木工程學系 === 84 === Due to release of in-situ stresses, the original balance state of the ex- cavation face will undergo gradual failure after the excavation of tunneling in soft clay. Therefore, evaluation of the stability of excavation...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
1996
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| Online Access: | http://ndltd.ncl.edu.tw/handle/19709725379614163866 |