Slope stability analysis using the deformation analysis method
碩士 === 國立成功大學 === 資源工程學系碩博士班 === 93 === Because of its inferior geological conditions and environmental factors, geological hazards like landslides are of great concern in Taiwan. The stability of soil slopes which mainly involves factor of safety is analyzed by the limit equilibrium method (LEM) a...
| Main Authors: | , |
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2005
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| Online Access: | http://ndltd.ncl.edu.tw/handle/39502935238320756201 |