Sensitivity and Uncertainty Analyses of the Translational Slide at the Cidu Section 3.1k of Formosan Freeway
博士 === 國立臺北科技大學 === 土木工程系土木與防災博士班 === 106 === The traditional slope stability analysis used the Factor of Safety (FS) from the Limit Equilibrium Theory as the determinant. If the FS was greater than 1, it was considered as “safe” and variables or parameters of uncertainty in the analysis model were...
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2018
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| Online Access: | http://ndltd.ncl.edu.tw/handle/e2pp9p |