Horizontal vibration response analysis of piles in liquefied soil under Winkler foundation model
By considering the condition of vertical load, the soil after complete liquefaction is regarded as fluid, and the pile foundation is equivalent to the Euler-Bernoulli beam model. The vibration impedance of the top of the pile foundation embedded in the pile bottom is discussed. Simulating liquefied...
| Hlavní autoři: | , |
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| Médium: | Článek |
| Jazyk: | English |
| Vydáno: |
SCIENCE PRESS , 16 DONGHUANGCHENGGEN NORTH ST, BEIJING, PEOPLES R CHINA, 100717
2020-01-01
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| Edice: | Rock and Soil Mechanics |
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| On-line přístup: | http://rocksoilmech.whrsm.ac.cn/EN/10.16285/j.rsm.2018.7332 |