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基于弹塑性理论的尾矿坝应力及变形研究
引用本文:李宗伟,许灵.基于弹塑性理论的尾矿坝应力及变形研究[J].东北水利水电,2012,30(6):3+28+71-3,28.
作者姓名:李宗伟  许灵
作者单位:1. 长春工程学院,吉林长春,130021
2. 松辽水利水电开发有限责任公司,吉林长春,130012
摘    要:本文介绍了基于Mohr-Coulomb破坏准则的弹塑性模型的原理,结合某尾矿坝介绍了其建模分析过程,根据工程实际情况分析了其应力及变形计算结果的合理性.

关 键 词:弹塑性理论  破坏准则  应力  变形  尾矿坝

Study on stress and deformation of tailings dam based on elastic-plastic theory
LI Zong wei,XU Ling.Study on stress and deformation of tailings dam based on elastic-plastic theory[J].Water Resources & Hydropower of Northeast China,2012,30(6):3+28+71-3,28.
Authors:LI Zong wei  XU Ling
Affiliation:LI Zong wei,XU Ling
Abstract:The paper introduces the principle of elastic-plastic model based on Mohr-Coulomb failure criterion,and introduces the modeling analysis process combined with certain tailing dam,analyzes the rationality of stress and deformation calculation results according to the actual situation of project.
Keywords:elastic-plastic theory  failure criterion  stress  deformation  tailings dam
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