Wave Equation Analysis on Piles affected by Liquefaction Using Soil Parameter Reduction Coefficients
碩士 === 淡江大學 === 土木工程學系碩士班 === 96 === This study uses the soil parameter reduction coefficients to model the seismic pile responses affected by liquefied soils. One dimensional wave equation analyses were conducted for the solutions. Based on the bore-hole data and nearby seismic record, the soil par...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2008
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| Online Access: | http://ndltd.ncl.edu.tw/handle/83226659283525677041 |