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有限层有限元混合法研究桩土相互作用
引用本文:张崇文,赵剑明.有限层有限元混合法研究桩土相互作用[J].天津大学学报(自然科学与工程技术版),1995,28(6):765-772.
作者姓名:张崇文  赵剑明
摘    要:提出研究桩土相互作用的新模式-有限层有限元混合法,将半无限空间问题转化为准二维平面问题求解。经理论分析,推导出可解决弹塑性问题的公式。通过实例分析并与三维有限单元分析比较,证实本方法不仅理论清晰、简捷,而且精度较高,运算速度快,应用前景广阔。

关 键 词:相互作用  有限层  有限元  桩基础  

A NEW MODEL FOR PILE-SOIL INTERACTION ANALYSIS-FINITE LAYER AND FINITE ELEMENT HYBRID METHOD
Zhang Chongwen, Zhao Jianming, Zhang Sherong.A NEW MODEL FOR PILE-SOIL INTERACTION ANALYSIS-FINITE LAYER AND FINITE ELEMENT HYBRID METHOD[J].Journal of Tianjin University(Science and Technology),1995,28(6):765-772.
Authors:Zhang Chongwen  Zhao Jianming  Zhang Sherong
Institution:Dept. of Water Resources and Harbour Eng.
Abstract:A new method for pile-soil interaction analysis is proposed to transform a half infinite space problem into a 2-D quasi-plane problem which is more easy to be solved. The theory and formulas of this method are deduced from theoretic analysis. A calculated instance and comparisons with other 3-D FEM methods show that this method is clear, simple and direct in theory,and high in calculation speed and accuracy. It has a better prospect of future application.
Keywords:pile-soil interaction  finite layer and finite element hybrid method  finite element method  pile foundation
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