Critical State and Constitutive Behavior of Quartz Sand under Conventional Triaxial Compression Tests
碩士 === 國立臺灣大學 === 土木工程學研究所 === 101 === The framework of the critical state soil mechanics has been estabilished through theoretical derivation and many experimental test results. Under this framework, the elastic-plastic Modified Cam Clay model is capable of predicting the deformation behavior of cl...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2013
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| Online Access: | http://ndltd.ncl.edu.tw/handle/17786213761067775757 |