Mobilized shear strength of vertically variable soil subjected to simple shear
碩士 === 國立臺灣大學 === 土木工程學研究所 === 102 === The mobilized shear strength behaviours of simulated soil materials are presented. Gaussian random field has been utilized to generate spatially variable soil. Various failure responses of soil subjected to simple shear stress state, including mobilized shear s...
| Main Authors: | , |
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2014
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| Online Access: | http://ndltd.ncl.edu.tw/handle/36658174515463297012 |