摘要
采用三维弹塑性有限元方法对长短桩复合地基变形特性进行了分析,总结了各种因素对长短桩复合地基沉降的影响,得出一些结论,以供在实际中参考。
In this paper,ANSYS program on FEM was used to analyze the factors affect settlement properties of Long-shortpile composite foundation ,some conclusions has been gained for application in reality.
出处
《建筑技术开发》
2007年第12期25-27,共3页
Building Technology Development
关键词
长短桩
沉降
有限元分析
Long-short-pile
Settlement
FEM analysis
