The concept of constant shear strainpoint was proposed.
提出了常剪切应变点的概念。
2
The constant shear strainpoint accounting for the degradation of stiffness was discussed.
对考虑刚度劣化时的常剪切应变点进行了讨论。
3
A function of distance between initial stress strainpoint and point at state boundary surface is adopted to simulate stress strain behaviour of soil in condition of small strain.