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Abstract：
Shape multiformity and formation mechanism of shear band in normal consolidated soil were analyzed based on Modified Cam-Clay model under plane strain condition. The results proved that shear band forms because of impact action caused by strain energy releasing. End restraint and initial defect can induce and control the formation process and shape of shear band. 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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Source ：
ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING IV
ISSN： 1660-9336
Year： 2014
Volume： 580-583
Page： 175-,
Language： English
Cited Count：
WoS CC Cited Count： 0
SCOPUS Cited Count： 1
ESI Highly Cited Papers on the List： 0 Unfold All
WanFang Cited Count：
Chinese Cited Count：
30 Days PV： 7
Affiliated Colleges：
