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侧向荷载作用下单桩计算的有限元法
引用本文:关增伟,赵乃义,龙宗耀,宿振东.侧向荷载作用下单桩计算的有限元法[J].大连理工大学学报,1993(Z1).
作者姓名:关增伟  赵乃义  龙宗耀  宿振东
作者单位:大连理工大学,大连理工大学,大连理工大学,大连海港客运站 大连 116024,大连 116024,大连 116024,大连116002
摘    要:为克服现行侧向荷载作用下桩计算方法的缺陷,推出有限元法.本方法 可计算多层地基中的桩、变截面的桩,以及桩身受有分布荷载的桩.给出有关 算例表明与理论解的结果相差甚微.

关 键 词:有限元法  桩基础/土抗力

Finite element analysis of single pile acted by lateral loads
Guan Zengwei,Zhao Naiyi,Long Zongyao.Finite element analysis of single pile acted by lateral loads[J].Journal of Dalian University of Technology,1993(Z1).
Authors:Guan Zengwei  Zhao Naiyi  Long Zongyao
Abstract:To remedy the defect of current computing method for single pile acted by lateral loads, finite element method is adopted in the analysis of single pile. This method can analyse piles in multi-layer foundation, piles wlth varying cross-section and piles acted by lateral distributed loads. The computed example shows the results are very close to the theoretical solutions.
Keywords:finite element analysis  pile foundation/soil resistance  
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