机译:不同粗粒含量的冻土蠕变本构模型
Sichuan Univ, Coll Water Resources & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China;
Chinese Acad Sci, State Key Lab Frozen Soil Engn, Cold & Arid Reg Environm & Engn Inst, Lanzhou 730000, Gansu, Peoples R China;
Sichuan Univ, Coll Water Resources & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China|Chinese Acad Sci, State Key Lab Frozen Soil Engn, Cold & Arid Reg Environm & Engn Inst, Lanzhou 730000, Gansu, Peoples R China;
Sichuan Univ, Coll Water Resources & Hydropower, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Sichuan, Peoples R China;
Chinese Acad Sci, State Key Lab Frozen Soil Engn, Cold & Arid Reg Environm & Engn Inst, Lanzhou 730000, Gansu, Peoples R China;
Hardening; Damage; Mass ratio of coarse-grained particles to silty clay; Creep constitutive mode;
机译:粗粒含量对冻结混合土力学性能影响的研究
机译:循环三轴荷载下不同粗粒含量的粉质粉质冻结土的动力特性
机译:考虑温度和粗粒含量影响的冻土强度新准则
机译:悬臂墙支护的粗粒土基坑开挖本构模型的选择
机译:细粒冻土的蠕变和强度行为。
机译:土工纤维水泥加固粗粒土的沉降特性模型研究。
机译:考虑到增强和弱化效应的冻土分数蠕变本构模型