A FEM model for wave-induced pore pressure response around a pile foundation
文献类型：会议论文
| 作者 | Li XJ(李小均) ; Yang B(杨兵); Gao FP(高福平); Zang J; Li, X.
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| 出版日期 | 2010 |
| 会议名称 | 20th International Offshore and Polar Engineering Conference, ISOPE-2010 |
| 会议日期 | June 20, 2010 - June 25, 2010 |
| 会议地点 | Beijing, China |
| 关键词 | Experimental data FEM FEM models Numerical results Ocean wave Parametric study Pressure response Seabed Simulating waves Soil around pile Soil permeability |
| 通讯作者 | Li, X. |
| 中文摘要 | A three-dimensional FEM model is proposed and verified with existing experimental data for simulating wave-induced transient and residual pore pressure responses in the soil around pile foundations. The numerical results show that the residual pore pressure tends to be amplified around the pile foundation, especially at the bottom of pile foundation. Parametric study indicates that the residual pore pressure in the vicinity of the pile foundation increases and the amplitude of transient pore pressure decreases with the decrease of soil permeability. The effect of pile diameter on the oscillatory pore pressure is much more obvious than that on the build-up of residual pore pressure. Copyright © 2010 by The International Society of Offshore and Polar Engineers (ISOPE). |
| 收录类别 | EI |
| 会议录 | Proceedings of the International Offshore and Polar Engineering Conference
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| 语种 | 英语 |
| ISBN号 | 9781880653777 |
| 源URL | [http://dspace.imech.ac.cn/handle/311007/60344]  |
| 专题 | 力学研究所_水动力学与海洋工程重点实验室(2009-2011) |
| 通讯作者 | Li, X. |
| 推荐引用方式 GB/T 7714 | Li XJ,Yang B,Gao FP,et al. A FEM model for wave-induced pore pressure response around a pile foundation[C]. 见:20th International Offshore and Polar Engineering Conference, ISOPE-2010. Beijing, China. June 20, 2010 - June 25, 2010. |
入库方式： OAI收割
来源：力学研究所
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