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用Mindlin应力解求单桩沉降的方法
引用本文:周罡,林荫. 用Mindlin应力解求单桩沉降的方法[J]. 地下空间与工程学报, 2001, 21(3): 173-177
作者姓名:周罡  林荫
作者单位:同济大学铁道建筑系,上海,200331
摘    要:以 Mindlin应力解为基础 ,推导了任意桩侧摩阻力分布形态时地基土中附加应力的计算方法 ,并针对单桩的沉降问题进行了分析 ,为单桩的沉降量计算提供了一个较为合理的方法。

关 键 词:Mindlin应力解  桩侧摩阻力  附加应力
文章编号:1001-831X(2001)03-0173-05
修稿时间:2000-11-09

Method for Calculation of Single Pile Settlement by Mindlin Stress Solution
ZHOU Gang et al. Method for Calculation of Single Pile Settlement by Mindlin Stress Solution[J]. Chinese Journal of Underground Space and Engineering, 2001, 21(3): 173-177
Authors:ZHOU Gang et al
Affiliation:ZHOU Gang et al
Abstract:Based on Mindlin stress solution, the calculating method of additional stress in foundation soil for any distribution form of the skin friction of pile is deduced in this paper, and the settlement problem of single pile is analyzed. It provides a rational method for single pile settlement calculation.
Keywords:Mindlin stress solution   skin friction of pile   additional stress
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