Undrained Creep Model for K0-Consolidated Clay
碩士 === 國立臺灣科技大學 === 營建工程技術學系 === 86 === Time-dependent deformation of soft clay induced by deep excavation can be attributed to consolidation, undrained creep and drained creep. Preliminary test results show that undrained creep is the most significant. A rate-dependent model which can be implemente...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
1998
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| Online Access: | http://ndltd.ncl.edu.tw/handle/70416826489417228952 |