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考虑桩土变形协调的复合地基变形计算模型的初步研究
引用本文:黄志全,李冰冰,白兰兰,杜延华.考虑桩土变形协调的复合地基变形计算模型的初步研究[J].中国水运,2007,7(2):94-96.
作者姓名:黄志全  李冰冰  白兰兰  杜延华
作者单位:华北水利水电学院,华北水利水电学院,河海大学岩土工程研究所,洛阳规划建筑设计有限公司
摘    要:本文针对当前求解刚性基础下复合地基沉降变形时较少考虑桩土间变形协调的情况,对若干试验结果进行了分析,并对复合地基的单桩侧摩阻力分布形状作了一定的假定,简化计算,然后联合荷载传递法,Mindlin解答和弹性力学解答得到了单桩模型中桩体和桩间土的变形计算模型。

关 键 词:复合地基  变形协调  桩侧摩阻力  Mindlin解答
文章编号:1006-7973(2007)02-0094-03
修稿时间:2006年12月22

Considered the pile earth distorts the coordinated compound ground distortion computation model preliminary study
Huang Zhiquan,Li Bingbing,Bai Lanlan,Du Yanhua.Considered the pile earth distorts the coordinated compound ground distortion computation model preliminary study[J].China Water Transport,2007,7(2):94-96.
Authors:Huang Zhiquan  Li Bingbing  Bai Lanlan  Du Yanhua
Institution:Huang Zhiquan Li Bingbing Bai Lanlan Du Yanhua
Abstract:This article in view of current solution rigid foundation under when compound settlement of ground distortion between the few consideration pile earth distorts the coordinated situation,Has carried on the analysis to certain test result,and has made certain hypothesis to the compound ground single pile side friction distribution shape,the simplification computation,then the union load transmission law,the Mindlin explanation and the elasticity theory explanation obtained in the single pile model between the pile body and the pile the earth distortion computation model.
Keywords:Compound ground Distorts the coordination Pile side friction Mindlin explanation
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