Evaluation of Granular Pile for Liquefaction Resistance by Three Dimensional Numerical Analysis
碩士 === 國立成功大學 === 土木工程學系碩博士班 === 91 === Abstract An elastic-plastic, dynamic three-dimensional (3-D) Finite Difference Method (FDM) is adopted to investigate the effects of granular pile improvement on dissipation of excess pore water pressure and mitigation of ground settlement during earthquake....
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| Format: | Others |
| Language: | en_US |
| Published: |
2003
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| Online Access: | http://ndltd.ncl.edu.tw/handle/05717736555857710147 |