Nonlinear Creep Behavior of Normally Consolidated Soft Clay

摘要：

　　The nonlinear creep behavior of normally consolidated soft clays is investigated.The study is based on conventional oedometer tests on reconstituted clays,which eliminates the influence of soil structure on creep behavior.Furthermore,a simple nonlinear creep formulation is proposed accounting for the volumetric packing of soil assemblies.

关键词： soft clays creep consolidation oedometer test

作者: Ze-Xiang Wu Yin-Fu Jin Zhen-Yu Yin

作者单位: Department of Civil Engineering,Shanghai Jiao Tong University,Shanghai 200240,China;Department of Ci Department of Civil Engineering,Shanghai Jiao Tong University,Shanghai 200240,China

会议类型: 国际会议

会议名称: The Second International Symposium on Constitutive Modeling of Geomaterials: Advances and New Applications (第二届国际岩土本构模型研讨会(IS-Model 2012))

会议地点: 北京

会议语种:英文

页码: 145-148

在线出版日期: 2012-10-15（万方平台首次上网日期，不代表论文的发表时间）