A non‐linear coupled finite element–boundary element model for the prediction of vibrations due to vibratory and impact pile driving

A non‐linear coupled finite element–boundary element model for the prediction of vibrations due to vibratory and impact pile driving
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DOI:
10.1002/nag.719
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发表时间:
2009-02
影响因子:
4
通讯作者:
H. Masoumi;S. François;G. Degrande
H. Masoumi;S. François;G. Degrande
中科院分区:
工程技术2区
文献类型:
--
作者:
H. Masoumi;S. François;G. Degrande

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本文提出了一种非线性耦合有限元-边界元方法来预测振动和冲击打桩引起的自由场振动。考虑了桩周土的非线性本构关系和桩土动力相互作用。
This paper presents a non‐linear coupled finite element–boundary element approach for the prediction of free field vibrations due to vibratory and impact pile driving. Both the non‐linear constitutive behavior of the soil in the vicinity of the pile and the dynamic interaction between the pile and the soil are accounted for.