Abstract
Formation mechanism of shear band in normal consolidated soil were analyzed based on Modified Cam-Clay model under triaxial condition. The end effect and initial defect were considered. The results proved that end restraint and initial defect can induce and control the formation process and shape of shear band. The stress and strain relationship of different part were obtained to present the bifurcation character and stress axial rotation. The interaction of different boundary and initial defect settings was analyzed in order to obtain the mechanism and deformation process of shear band.
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