A Study on Slope Stability Analysis Using Shear Strength Reduction Technique
博士 === 國立中興大學 === 土木工程學系 === 92 === In the stability analysis of soil slopes, there are basically two deterministic approaches. The first is the limit equilibrium method (Bishop, 1955; Morgenstern and Price, 1965; Spencer, 1967; Janbu, 1973) and the second is stress-strain analysis (Brown and King,...
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2004
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| Online Access: | http://ndltd.ncl.edu.tw/handle/41279116386438620948 |