Experimental Investigation on Triaxial Frost Heaving Stress-Strain Relationship of Saturated Clay

蔡中民,朱元林,张长庆,等.冻土的粘弹塑性本构模型以及材料参数的确定[J].冰川冻土,1990,12(1):31-39.CAI Zhongmin,ZHU Yuanlin,ZHANG Changqing,et al.Viscoelastoplastic constitutive model of frozen soil and determination of its parameters[J].Journal of Glaciology and Geocryology,1990,12(1):31-39.[2] 朱元林,张家懿,彭万巍,等.冻土的单轴压缩本构关系[J].冰川冻土,1992,14(3):210-216.ZHU Yuanlin,ZHANG Jiayi,PENG Wanwei,et al.Constitutive relations of frozen soil in uniaxial compression[J].Journal of Glaciology and Geocryology,1992,14(3):210-216.[3] 何平,程国栋,朱元林,等.冻土粘弹塑损伤藕合本构理论[J].中国科学:D辑,1999,29(增刊1):34-39.[4] 李栋伟,汪仁和,胡璞.冻粘土蠕变损伤藕合本构关系研究[J].冰川冻土,2007,29(3):446-449.LI Dongwei,WANG Renhe,HU Pu.Study of frozen soil creep damage-coupling constitutive function[J].Journal of Glaciology and Geocryology,2007,29(3):446-449.[5] 马巍,吴紫汪,张长庆.冻土的强度与屈服准则[J].冰川冻土,1993,15(1):129-133.MA Wei,WU Ziwang,ZHANG Changqing.Strength and yield criteria of frozen soil[J].Journal of Glaciology and Geocryology,1993,15(1):129-133.[6] 马巍,吴紫汪,盛煜.冻土的蠕变及蠕变强度[J].冰川冻土,1994,16(2):113-118.MA Wei,WU Ziwang,SHENG Yu.Creep and creep strength of frozen soil[J].Journal of Glaciology and Geocryology,1994,16(2):113-118.[7] 马芹永.人工冻土单轴抗拉、抗压强度的试验研究[J].岩土力学,1996,17(3):76-80.MA Qinyong.Tensile strength,uniaxial compressive strength test on artificially frozen soils[J].Rock and Soil Mechanics,1996,17(3):76-80.[8] 常小晓,马巍,王大雁.高围压下冻结粘土的抗压强度试验研究[J].冰川冻土,2007,29(4):636-639.CHANG Xiaoxiao,MA Wei,WANG Dayan.Study on the strength of frozen clay at high confining pressure[J].Journal of Glaciology and Geocryology,2007,29(4):636-639.[9] 刘增利,张小鹏,李洪升.原位冻结黏土单轴压缩试验研究[J].岩土力学,2007,28(12):2657-2660.LIU Zengli,ZHANG Xiaopeng,LI Hongsheng.Experimental study of uniaxial compression of clay frozen in situ[J].Rock and Soil Mechanics,2007,28(12):2657-2660.[10] 马巍,朱元林,马文婷,等.冻结粘性土的变形分析[J].冰川冻土,2000,22(1):43-47.MA Wei,ZHU Yuanlin,MA Wenting,et al.Analyses of deformation in frozen clayey soils[J].Journal of Glaciology and Geocryology,2000,22(1):43-47.