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坝基胶结面抗剪强度三维弹性有限元法分析
引用本文:邓建文,陆述远,段亚辉. 坝基胶结面抗剪强度三维弹性有限元法分析[J]. 武汉大学学报(工学版), 1993, 0(2)
作者姓名:邓建文  陆述远  段亚辉
作者单位:武汉水利电力大学水力发电工程系(邓建文,陆述远),武汉水利电力大学水力发电工程系(段亚辉)
摘    要:在过去二维弹性有限元法分析研究的基础上,对混凝土与基岩胶结面的应力分布和真实抗剪强度,采用三维弹性有限元法进行了分析研究,并对两种分析计算方法求得的结果进行了对比分析,得出了一些可供工程设计参考的结论。

关 键 词:坝基  剪切强度  比例极限  有限元分析

3-dimentional Elaatic Finite Element Analysis for the Shear strength of Cementation Plane of Dam Foundation
Deng Jianwen Lu Shuyuan Duan Yahui. 3-dimentional Elaatic Finite Element Analysis for the Shear strength of Cementation Plane of Dam Foundation[J]. Engineering Journal of Wuhan University, 1993, 0(2)
Authors:Deng Jianwen Lu Shuyuan Duan Yahui
Affiliation:Deng Jianwen Lu Shuyuan Duan Yahui
Abstract:Based on the previous study by 2-dimentional elastic finite element analysis, the stressdistribution and the real shear strength of cementation plane between concrete dam and foundation rock are discussed by way of 3-dimentional elastic finite element method. Comparing the calculated results of these two analysis methods, some useful conclusions for engineering design arc obtained.
Keywords:dam foundations  shear strength  proportional limit  finite element analysis  
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