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《Journal of Glaciology and Geocryology》 2007-06
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Stochastic Damage Constitutive Model for Warm Frozen Soil under Uniaxial Compression and Its Strength Distribution

LAI Yuan-ming,LI Shuang-yang,GAO Zhi-hua,CHANG Xiao-xiao(State Key Laboratory of Frozen soil Engineering,CAREERI,CAS,Lanzhou Gansu 730000,China)  
Based on the characteristics of random distribution of defects such as fissure and void in warm frozen soil,a stochastic damage model for warm frozen soil under uniaxial compression is developed by using continuous damage theory and probability and statistic theory.And it is compared with experimental data in three different temperatures.The results show that,the whole damage process,especially its softening characteristic,can be well expressed by this model.Meanwhile,based on the comparison between experimental and theoretical probability distribution of strength of warm frozen soil,it is found that the Weibull distribution could well describe the strength distribution of frozen soil.At last,by using the idea that the strength of warm frozen soil satisfies with Weibull distribution,the reliability of strength of warm frozen soil is investigated.
【Fund】: 国家自然科学基金重点项目(40730736);; 国家杰出青年科学基金项目(40225001);; 中国科学院知识创新工程重要方向项目(KZCX3-SW-351);; 国家自然科学基金项目(40601023)资助
【CateGory Index】: TU442
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