【作者单位】1) School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing; 100083, China (2) College of Engineering & Technology, China University of Geoseiences (Beijing), Beijing; 100083, China (3) School of Engineering, Tibet University, Lasha; 850000, China (4) Key Laboratory on Deep Geodrilling Technology, Ministry of Land and Resources, Beijing; 100083, China (5) School of Safety and Environment Engineering, Capital University of Economics and Business, Beijing; 100026, China (6) Hebei Chengde Iron and Steel Corporation, Chengde; 067002, China
【年份】2015
【卷号】Vol.46 No.4
【页码】1489-1496
【ISSN】1672-7207
【摘要】 The jointed rock mass damage constitutive model based on coupling of macroscopic and mesoscopic flaws was proposed. Firstly, the rock damage model which only considers the effect of mesoscopic flaws such as microcracks and the jointed rock mass damag...
