Chen Xin, Gao Wei, Ge Shuangshuang, Zhou Cong
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China.
Materials (Basel). 2022 Jul 13;15(14):4881. doi: 10.3390/ma15144881.
The interfacial fracture of rock joints is an important although easily ignored issue in jointed rock engineering. To conduct this study, an interface crack model of rock joints was proposed. By analyzing the ratio of stress intensity factor to fracture toughness, the fracture mode of the interface crack was studied. Based on the Mohr-Coulomb criterion, an interface fracture criterion considering T-stress was established. To verify the proposed fracture criterion, laboratory and numerical tests were conducted. Finally, the effect of relative critical size α, internal friction angle and cohesion on the initiation of an interface crack was comprehensively discussed. It is concluded that the proposed fracture criterion can predit the initiation of the interface cracks properly. With an increase in cohesion , mode II fracture toughness also clearly increases. When the absolute value of is small, the effect of is much larger than that of . In addition, with an increase in the absolute value of the mode I stress intensity factor, the of the joint plays a more important role in the initiation of the interface crack.
岩石节理的界面断裂是节理岩体工程中一个重要但容易被忽视的问题。为开展本研究,提出了一种岩石节理的界面裂纹模型。通过分析应力强度因子与断裂韧性的比值,研究了界面裂纹的断裂模式。基于莫尔-库仑准则,建立了考虑T应力的界面断裂准则。为验证所提出的断裂准则,进行了室内试验和数值试验。最后,综合讨论了相对临界尺寸α、内摩擦角和黏聚力对界面裂纹起裂的影响。研究得出,所提出的断裂准则能够合理地预测界面裂纹的起裂。随着黏聚力的增加,Ⅱ型断裂韧性也明显增加。当T应力绝对值较小时,T应力的影响远大于内摩擦角的影响。此外,随着Ⅰ型应力强度因子绝对值的增加,节理的内摩擦角在界面裂纹起裂中发挥着更重要的作用。