Global Sensitivity Analysis of One-Dimensional Unsaturated Shallow Landslide Model
碩士 === 國立交通大學 === 土木工程學系 === 101 === In this study, the global sensitivity analysis was performed to estimate the effect of model input variability on the output (pore pressure and safety factor, FS) of a one-dimensional unsaturated shallow landslide model. Seven model inputs, including the paramete...
| 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/57159293717625703900 |