Effect of hydraulic properties on slope stability in dual‐porosity soil
Slope stability has always been a major concern in geotechnical engineering. Studies have shown that it is possible to improve the slope analyses by taking negative pore-water pressure into consideration. Numerous analyses on slope stability have been conducted for slope with unimodal soil. However,...
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| 格式: | Final Year Project |
| 語言: | English |
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2013
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| 在線閱讀: | http://hdl.handle.net/10356/52823 |
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