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冻粘土粘弹塑本构方程及试验验证

Verification on viscoelastic plastic constructive equation and test of freezing clay

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【作者】 李栋伟汪仁和林斌崔灏

【Author】 LI Dong-wei1,WANG Ren-he 1,2 ,LIN Bin1,CUI Hao3 (1.Anhui University of Science and Technology,Huainan,232001,China; 2.Department of Mechanics and Mechanical Engineering,China University of Scien ce and Technology,Hefei,230026,China; 3.Bejing China Coal Mine Construction Engineering Company Ltd.,Beijing,10001 3,China)

【机构】 安徽理工大学土木工程系,安徽理工大学土木工程系,安徽理工大学土木工程系,北京中煤矿山工程有限公司 安徽淮南232001,安徽淮南232001中国科学技术大学力学和机械工程系,安徽合肥230026,安徽淮南232001,北京100013

【摘要】 通过冻土单轴蠕变试验结果分析,以西源模型为基础,假定冻土服从Mises屈服准则,推导出应用与数值计算的柔度矩阵;用三轴蠕变试验检验了冻土粘弹塑本构模型;获得了相应的试验拟合曲线。结果表明:蠕变理论模拟值与三轴实测蠕变结果相吻合,该模型可用于人工冻土工程设计。

【Abstract】 With the analysis on the single axial creep t est resul t of the freezing soil,base on the Xiyuan model and the assuming of the freezin g soil yielded to the Mises yield code,the paper derived the flexible matrix fo r the value calculation.The freezing soil viscoelastic plastic constructive equa tion was verified with trial axial creep test.A related test fitting curve was o btained from the test.The results showed that the simulated value of the creep t heory could be matched with the results of the trial creep measurements.The mode l can be applied to the design of the artificial freezing soil project.

【基金】 安徽省教育厅自然科学基金(2004kj110)资助
  • 【文献出处】 煤炭工程 ,Coal Engineering , 编辑部邮箱 ,2005年08期
  • 【分类号】TD265.3
  • 【被引频次】12
  • 【下载频次】296
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