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
[31]   Experimental and Numerical Study on Failure Modes and Shear Strength Parameters of Rock-Like Specimens Containing Two Infilled Flaws [J].
Wuchao Wang ;
Shaorui Sun ;
Huilin Le ;
Yang Shu ;
Feng Zhu ;
Haotian Fan ;
Yong Liu .
International Journal of Civil Engineering, 2019, 17 :1895-1908
[32]   Effects of Flaw Geometry on the Fracturing Behavior of Rock-Like Materials Containing Two Arch-Like Parallelogram Flaws [J].
Shi, Longqing ;
Xu, Dongjing .
ADVANCES IN CIVIL ENGINEERING, 2020, 2020
[33]   Crack propagation mechanism of rock-like specimens containing non-parallel flaws subjected to internal hydraulic pressure and shear loading [J].
Cai, Weibing ;
Li, Yong ;
Wang, Kai .
THEORETICAL AND APPLIED FRACTURE MECHANICS, 2022, 119
[34]   Strain field evolution and crack coalescence mechanism of composite strength rock-like specimens with sawtooth interface [J].
Dong, Tao ;
Cao, Ping ;
Wang, Fei ;
Zhang, Ziyang ;
Xiao, Feng .
THEORETICAL AND APPLIED FRACTURE MECHANICS, 2023, 126
[35]   Cracking behaviours of rock-like materials containing three preexisting flaws after high-temperature treatments [J].
Zhou, Xiaoping ;
Fu, Liang ;
Cheng, Hao ;
Berto, Filippo .
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2021, 44 (03) :622-635
[36]   Crack Initiation, Propagation, and Failure Characteristics of Jointed Rock or Rock-Like Specimens: A Review [J].
Cao, Ri-hong ;
Cao, Ping ;
Lin, Hang ;
Fan, Xiang ;
Zhang, Chunyang ;
Liu, Taoying .
ADVANCES IN CIVIL ENGINEERING, 2019, 2019
[37]   Experimental and numerical investigations on crack development in 3D printed rock-like specimens with pre-existing flaws [J].
Aliabadian, Zeinab ;
Sharafisafa, Mansour ;
Tahmasebinia, Faham ;
Shen, Luming .
ENGINEERING FRACTURE MECHANICS, 2021, 241
[38]   Crack evolution of soft-hard composite layered rock-like specimens with two fissures under uniaxial compression [J].
Zhou, Dong ;
Ye, Yicheng ;
Hu, Nanyan ;
Wang, Weiqi ;
Wang, Xianhua .
FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING, 2021, 15 (06) :1372-1389
[39]   The Effects of Crack Openings on Crack Initiation, Propagation and Coalescence Behavior in Rock-Like Materials Under Uniaxial Compression [J].
Hao Cheng ;
Xiaoping Zhou ;
Jiang Zhu ;
Qihu Qian .
Rock Mechanics and Rock Engineering, 2016, 49 :3481-3494
[40]   Experimental and DEM Analysis on Secondary Crack Types of Rock-Like Material Containing Multiple Flaws Under Uniaxial Compression [J].
Li, Yong ;
Cai, Weibing ;
Li, Xiaojing ;
Zhu, Weishen ;
Zhang, Qiangyong ;
Wang, Shugang .
APPLIED SCIENCES-BASEL, 2019, 9 (09)