Process Simulation of Shear Band on Initial Defect in Soil
- 10.2991/icsmim-15.2016.165How to use a DOI?
- shear band; initial defect; end effect; deformation process
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.
- © 2016, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Shiwei Hou AU - Shijian Hu AU - Shaopo Guo AU - Xin Zhang PY - 2016/01 DA - 2016/01 TI - Process Simulation of Shear Band on Initial Defect in Soil BT - Proceedings of the 2015 4th International Conference on Sensors, Measurement and Intelligent Materials PB - Atlantis Press SP - 897 EP - 902 SN - 2352-538X UR - https://doi.org/10.2991/icsmim-15.2016.165 DO - 10.2991/icsmim-15.2016.165 ID - Hou2016/01 ER -