岩土力学2016，Vol.37Issue(9)：2610-2616,2623,8.DOI:10.16285/j.rsm.2016.09.024
双轴应力下非贯通节理岩体压缩损伤本构模型
A biaxial compression damage constitutive model for rock mass with non-persistent joints
摘要
关键词
单组非贯通闭合节理岩体/损伤变量/应力强度因子/双轴压缩/损伤本构模型Key words
rock mass with a set of non-persistently closed joints/damage variable/stress intensity factor/biaxial compression/a damage constitutive model分类
建筑与水利引用本文复制引用
刘红岩,邢闯锋,张力民..双轴应力下非贯通节理岩体压缩损伤本构模型[J].岩土力学,2016,37(9):2610-2616,2623,8.基金项目
国家自然科学基金资助项目(No.41002113,No.41162009) （No.41002113,No.41162009）
中央高校基本科研业务费专项资金资助项目(No.2-9-2014-019).This work was supported by the National Natural Science Foundation of China (41002113,41162009) and the Fundamental Research Founds for the Central University (2-9-2014-019). （No.2-9-2014-019）
