A STUDY OF STABILITY OF DEEP EXCAVATIONS IN CLAY WITH CONSIDERATION OF A FULL ELASTOPLASTIC SUPPORT SYSTEM
博士 === 國立臺灣科技大學 === 營建工程系 === 103 === In this study, four failure excavations were investigated using the finite element method (FEM) with reduced shear strength. Center posts were considered in the finite element model. For comparison, both the elastic and elastoplastic support system were employed...
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| Format: | Others |
| Language: | en_US |
| Published: |
2015
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| Online Access: | http://ndltd.ncl.edu.tw/handle/29882489305197017405 |