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Mindlin应力解计算地下连续墙的沉降
引用本文:王雪亮.Mindlin应力解计算地下连续墙的沉降[J].隧道建设,2008,28(6):680-684.
作者姓名:王雪亮
作者单位:中铁隧道勘测设计院有限公司
摘    要:以Mindlin应力方程为基础,对地下连续墙侧面进行单元划分,推导出地下连续墙侧摩擦力在土体中引起的附加应力公式;对于长宽比较大的地下连续墙,墙端荷载按平面应变问题分析考虑,推导出地下连续墙墙端荷载在土体中引起的的附加应力公式,根据所求得的附加应力,采用分层总和法求解地下连续墙的沉降。

关 键 词:地下连续墙Mindlin应力解附加应力沉降
收稿时间:2008-07-24
修稿时间:2008-10-23

Method to Calculate Settlement of Diaphragm Wall by Mindlin Stress Solution
WANG Xueliang.Method to Calculate Settlement of Diaphragm Wall by Mindlin Stress Solution[J].Tunnel Construction,2008,28(6):680-684.
Authors:WANG Xueliang
Institution:China Railway Tunnel Survey and Design Institute Co., Ltd.
Abstract:On basis of Mindlin stress solution,the author divides the diaphragm wall into small units and deduces the calculation equation of the additional stress in the soil under the action of frication on the side of the diaphragm wall.As for diaphragm walls with large length/width ratio,the author treats the load at the bottom of the diaphragm walls as plan strain and deduces the calculation equation of the additional stress in the soil under the action of load at the bottom of the diaphragm walls.Based on the ga...
Keywords:diaphragm wall  Mindlin stress solution  additional stress  settlement  
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