Crack Coalescence Behavior of Rock-Like Specimens Containing Two Circular Embedded Flaws

被引:33
作者
Bi, Jing [1 ,2 ]
Tang, Jincai [3 ]
Wang, Chaolin [1 ,2 ]
Quan, Daguo [1 ,2 ]
Teng, Mingyang [1 ,2 ]
机构
[1] Guizhou Univ, Coll Civil Engn, Guiyang 550025, Guizhou, Peoples R China
[2] Guizhou Univ, Guizhou Prov Key Lab Rock & Soil Mech & Engn Safe, Guiyang 550025, Guizhou, Peoples R China
[3] Sichuan Shudao Railway Investment Grp Co LTD, Chengdu 610041, Sichuan, Peoples R China
基金
中国国家自然科学基金;
关键词
NUMERICAL-SIMULATION; MECHANICAL-BEHAVIOR; FRACTURING BEHAVIOR; PREEXISTING FLAWS; BRITTLE SOLIDS; PROPAGATION; SANDSTONE; FAILURE; GROWTH; COMPRESSION;
D O I
10.2113/2022/9498148
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
Experimental research on the growth of internal flaws has rarely been reported due to the fact that it is difficult to cut internal flaws in specimens and cannot capture the initiation and propagation processes of internal flaws through direct observations. This paper proposed a method for creating internal flaws in specimens by utilizing the volatilization of camphor. A series of compression tests were performed on rock-like specimens including two embedded circular flaws, and CT techniques were used to investigate the internal damage behavior of flawed specimens. Experimental results illustrate that the strength and deformation properties of flawed specimens increase nonlinearly with the confining pressure as well as flaw inclination angle. Crack coalescence patterns and failure modes of flawed specimens depend on not only the confining pressure but also the flaw inclination angle. The crack coalescence pattern varies from wing crack coalescence to mixed tension-shear crack coalescence and then to the shear crack coalescence as the crack inclination angle increases. Confining pressure contributes to shear crack growth and has an inhibiting effect on the propagation of tension cracks. For specimens with the same flaw inclination angle, the failure mode changed from tension failure to mixed shear-tension failure or from mixed shear-tension failure to pure shear failure with the increase of confining pressure.
引用
收藏
页数:15
相关论文
共 50 条
[21]   Numerical Simulations on Cracking Behavior of Rock-Like Specimens with Single Flaws under Conditions of Uniaxial and Biaxial Compressions [J].
Zhao, Cheng ;
Niu, Jialun ;
Zhang, Qingzhao ;
Yu, Songbo ;
Morita, Chihiro .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2019, 31 (12)
[22]   Cracking and Stress-Strain Behavior of Rock-Like Material Containing Two Flaws Under Uniaxial Compression [J].
Zhao, Yanlin ;
Zhang, Lianyang ;
Wang, Weijun ;
Pu, Chengzhi ;
Wan, Wen ;
Tang, Jingzhou .
ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (07) :2665-2687
[23]   Numerical investigations of the failure mechanism evolution of rock-like disc specimens containing unfilled or filled flaws [J].
Wang, Tian ;
Wang, Jian ;
Jiang, Sheng ;
Zhang, Jiahe .
JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A, 2023, 24 (01) :64-79
[24]   Crack propagation and coalescence due to dual non-penetrating surface flaws and their effect on the strength of rock-like material [J].
Xu, Jun ;
Zheng, Zheyuan ;
Xiao, Xiaochun ;
Li, Zhaoxia .
JOURNAL OF GEOPHYSICS AND ENGINEERING, 2018, 15 (03) :938-951
[25]   Mechanical Behavior of 3D Crack Growth in Transparent Rock-Like Material Containing Preexisting Flaws under Compression [J].
Tang, Hu-Dan ;
Zhu, Zhen-De ;
Zhu, Ming-Li ;
Lin, Heng-Xing .
ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2015, 2015
[26]   The Effects of Crack Openings on Crack Initiation, Propagation and Coalescence Behavior in Rock-Like Materials Under Uniaxial Compression [J].
Cheng, Hao ;
Zhou, Xiaoping ;
Zhu, Jiang ;
Qian, Qihu .
ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (09) :3481-3494
[27]   The crack coalescence mode and physical field evolutionary characteristics of a brittle material containing two 3-D parallel embedded flaws [J].
Li, Bang-Xiang ;
Yu, Song ;
Zhu, Wei-Shen ;
Yang, Lei ;
Cai, Wei-Bing ;
Xue, Yi-Guo ;
Li, Yong .
THEORETICAL AND APPLIED FRACTURE MECHANICS, 2020, 110
[28]   Experimental investigation on crack coalescence and strength loss of rock-like materials containing two parallel water-filled flaws under freeze-thaw [J].
Huang, Shibing ;
Wang, Jin ;
Liu, Yanzhang ;
Tian, Qin ;
Cai, Chen .
THEORETICAL AND APPLIED FRACTURE MECHANICS, 2023, 123
[29]   Rate-dependent mechanical characteristics of rock-like specimens containing single closed crack [J].
Xi, Yanhui ;
Dui, Guansuo ;
Sun, Zhenyu ;
Wei, Dianen .
ENGINEERING FAILURE ANALYSIS, 2024, 160
[30]   Experimental and numerical study on mechanical and fracture behavior of rock-like specimens containing pre-existing holes flaws [J].
Zhao, Zhenlong ;
Jing, Hongwen ;
Shi, Xinshuai ;
Han, Guansheng .
EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2022, 26 (01) :299-319