岩土力学2016，Vol.37Issue(1)：210-218,9.DOI:10.16285/j.rsm.2016.01.025
颗粒-流体耦合算法与饱和土不排水剪切特性研究
Fluid-particle coupled model and a numerical investigation on undrained shear behavior of saturated soil
摘要
关键词
颗粒流/耦合/饱和土/不排水剪切/孔隙水压力Key words
particle flow/coupled/saturated soil/undrained shear/pore pressures分类
建筑与水利引用本文复制引用
刘广,荣冠,侯迪,彭俊,周创兵..颗粒-流体耦合算法与饱和土不排水剪切特性研究[J].岩土力学,2016,37(1):210-218,9.基金项目
国家自然科学基金(No.51579189) （No.51579189）
国家973项目(No.2011CB013501) （No.2011CB013501）
教育部新世纪优秀人才计划(No.NCET-11-0406).This work was supported by the National Natural Science Foundation of China (51579189),the National Program on Key Basic Research Project of China (973 Program) (2011CB013501)and Program for New Century Excellent Talents in University of Ministry of Education of China (NCET-11-0406). （No.NCET-11-0406）
