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机译:透明粒状土的本构模型
Chongqing Univ, Minist Educ, China Key Lab New Technol Construct Cities Mt Are, Chongqing 400045, Peoples R China|Chongqing Univ, State Key Lab Coal Mine Disaster Dynam & Control, Chongqing 400030, Peoples R China|Chongqing Univ, Sch Civil Engn, Chongqing 400450, Peoples R China;
Univ Wollongong, Sch Civil Min & Environm Engn, Wollongong, NSW 2522, Australia;
Chongqing Univ, Sch Civil Engn, Chongqing 400450, Peoples R China;
Chongqing Univ, Sch Civil Engn, Chongqing 400450, Peoples R China;
Chongqing Univ, Sch Civil Engn, Chongqing 400450, Peoples R China;
Transparent granular soil; State parameter; Peak-state strength; Maximum dilatancy; Stress-dilatancy behavior; Constitutive model;
机译:修改了Duncan-Chang结构型模型,用于粒状土壤中支持挖掘的构建
机译:基于多表面运动本构模型的粒状土壤地基荷载-位移及承载力
机译:土工合成材料柱的行为模拟:颗粒土本构模型的影响
机译:粒状土的实验和数值应变响应包络:单调和低周向荷载本构模型的性能
机译:非饱和颗粒土的边界表面塑性高级塑性模型
机译:土壤微生物透明土壤微镜子无损稳定同位素探测土壤微生物
机译:粒状土在加载频率上的力学行为依赖性:实验结果和本构模型
机译:颗粒土的行为与微观力学模型研究。基于两个球体接触规律的颗粒材料本构关系。