Investigations on stiffness degradation behavior by undrained triaxial tests under different stress paths
碩士 === 國立臺灣科技大學 === 營建工程系 === 99 === Behaviors of high initial Young’s modulus and stiffness degradation were observed on Taipei silty clay, and were applied to the numerical analysis in excavations with advanced soil models. The analysis with consideration of high initial Young’s modulus and stiffn...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2011
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| Online Access: | http://ndltd.ncl.edu.tw/handle/uec7kn |