The rock deformation and failure tests are performed along various stress paths under true triaxialstressstate.
在真三轴应力状态下进行了各种应力途径的岩石变形和破坏实验。
2
Based on the constitutive framework of unsaturated soils established by the continuum porous medium soil mechanics, an elastoplastic model for unsaturated soils in triaxialstressstate is formulated.
基于连续介质土力学的本构模型框架,提出了一个三轴应力状态下的非饱和土本构模型。
3
It has long been recognised that the latter two parameters increase substantially whenever the state of stress is triaxial compression (confined concrete).