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....
Main Authors: | Mu-Kun Wang, 王木坤 |
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Other Authors: | Jeng-Jy Charng |
Format: | Others |
Language: | en_US |
Published: |
2003
|
Online Access: | http://ndltd.ncl.edu.tw/handle/05717736555857710147 |
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