The failure mechanism and influence area of granular soil slopes under dry and rainfall conditions
博士 === 國立臺灣大學 === 土木工程學研究所 === 100 === The purpose of this study was to understand the failure mechanism of granular soil slopes and the influence area resulting from the slope failures. Two kinds of model tests were carried out, i.e., sliding of dry granular soil slope and the slope failure caused...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2012
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| Online Access: | http://ndltd.ncl.edu.tw/handle/05549724310142588696 |