The shearcharacter in the interface between soil and structure in high stress is one of key research in shaft lining fracture theory. It has briefly introduced the experimental apparatus and process.
Martensite transformation according with the character of double-shear in GT modal and (113) habit planes was testified.
马氏体相变符合GT模型的双切变特征,惯习面为(113)面。
3
The disharmonious kinematic character in the middle part relative to the rest parts indicates that the shear zone had been rotated since its formation.