基于细观力学方法的冻土本构模型研究

Investigation of the Constitutive Modle of Frozen Soil Based on Meso-Mechanics

  • 摘要: 从复合材料的细观力学机理出发研究冻土的材料特性,用混合律方法得到了冻土材料的等效弹性常数,并利用这些弹性常数建立了含损伤的冻土弹性本构模型.对于在不同冰体积含量和不同温度下的冻结砂土,由该损伤本构模型计算的结果与实测的应力应变曲线比较吻合,表明该模型能够较好地描述实际冻土材料的力学特性.

     

    Abstract: Material characteristics of frozen soil is studied from the viewpoint of meso-mechanics mechanism of composite materials,where the equivalent elastic constants of the frozen soil are obtained by use of the law of mixtures,and the elastic constitutive model of the frozen soil set up using these constants.Based on this constitutive model,stress-strain curves of the frozen sand-soil with different volumetric percentage of ice at different temperatures are calculated.The results look highly consistent with the experimental data,which indicates that this model can well describe the mechanical characters of frozen soil.

     

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