Generalized Kelvin model and Bingham model are proposed to simulate the viscoelastic and viscoplastic behaviour of soil respectively.
用广义开尔文模型和宾汉姆模型来分别模拟土的粘弹和粘塑性状。
Constitutive equations for the viscoelastic-dilatant behaviour of rocks are presented. The dilatancy parameters are determined from various triaxial tests.
提出了岩石的粘-弹-扩容性状的本构方程，并从各种三轴试验确定了扩容参数。
Constitutive equations for the viscoelastic-dilatant behaviour of rocks are presented. The dilatancy parameters are determined from various triaxial tests.
提出了岩石的粘-弹-扩容性状的本构方程，并从各种三轴试验确定了扩容参数。
应用推荐