摘要
利用三维弹性有限元法对水平荷载群桩基础进行了特性分析研究，讨论了桩距、桩数、桩长、桩径和土质等各种因素对群桩基础位移群桩效应的影响。
This paper makes a thoroughly study on the behavior of laterally loaded pile groups by 3D FEM Some conclusions relating to the displacement group effect are obtained from simulating the influence of several factors
出处
《岩土工程技术》
1999年第4期44-48,共5页
Geotechnical Engineering Technique
基金
高等学校博士学科点专项科研基金
