Critical scale of fluctuation in basal heave analysis involving spatially variable clays
碩士 === 國立臺灣大學 === 土木工程學研究所 === 104 === This study explores the basal heave stability of excavations in spatially variable clays. It is shown that traditional stability analysis methods based on assumed prescribed slip curves cannot capture the phenomenon of a critical SOF. Therefore, Random finite e...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2016
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| Online Access: | http://ndltd.ncl.edu.tw/handle/40496998437066286504 |