Analyses for Dynamic Responses of Pile Foundations Affected by Modulus Reduction of Liquefied Soils
碩士 === 淡江大學 === 土木工程學系碩士班 === 93 === In this study, wave equation is used to model the dynamic responses of the foundation in a liquefied ground due to the earthquake. Based on the bore-hole data and the seismic records, the soil parameter reduction factor can be obtained from the liquefaction poten...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2005
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| Online Access: | http://ndltd.ncl.edu.tw/handle/52413434070287310303 |