摘要
本文对广州地区淤泥质软土固结排水剪切的归一化性状进行研究，在此基础上提出了一个适合于描述该类软土应力应变特性的本构模型，该模型参数少，且易于确定，对于其他地区的软土，模型也具有一定的适用性。
Based on the research on the normalized behavior of soft clay of Guangzhou under consolidated-drained condition,a constitutive model which is well to describe its stress-strain relation is put forward.The parameters of the model can be easily decided and this model is also useful for soft clay of other regions.
关键词
软土
应力应变关系
归一化性状
本构模型
soft clay,stress-strain relation,normalized behavior,constitutive model.
