超固结土的蛋形弹塑性本构模型

蒋佳琪,徐日庆,裘志坚,詹晓波,汪悦,成广谋

Egg-shaped elasto-plastic constitutive modeling for over-consolidated clay

Jia-qi JIANG,Ri-qing XU,Zhi-jian QIU,Xiao-bo ZHAN,Yue WANG,Guang-mou CHENG

图 7 等效硬化参数与应力比之间的对应关系

Fig.7 Correspondence between equivalent hardening parameter and stress ratio