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 56 条
[1]   CRACK EXTENSION FROM FLAWS IN A BRITTLE MATERIAL SUBJECTED TO COMPRESSION [J].
ADAMS, M ;
SINES, G .
TECTONOPHYSICS, 1978, 49 (1-2) :97-118
[2]   Mechanical characterisation of jointed rock-like material with non-persistent rough joints subjected to uniaxial compression [J].
Asadizadeh, Mostafa ;
Hossaini, Mohammad Farouq ;
Moosavi, Mahdi ;
Masoumi, Hossein ;
Ranjith, P. G. .
ENGINEERING GEOLOGY, 2019, 260
[3]   The 3D Numerical Simulation for the Propagation Process of Multiple Pre-existing Flaws in Rock-Like Materials Subjected to Biaxial Compressive Loads [J].
Bi, J. ;
Zhou, X. P. ;
Qian, Q. H. .
ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (05) :1611-1627
[4]   Numerical Simulation of Failure Process of Rock-Like Materials Subjected to Impact Loads [J].
Bi, Jing ;
Zhou, Xiao-Ping ;
Xu, Xiao-Min .
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2017, 17 (03)
[5]   Fracture coalescence in rock-type materials under uniaxial and biaxial compression [J].
Bobet, A ;
Einstein, HH .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1998, 35 (07) :863-888
[6]   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
[7]   Interaction between settlement and shrinkage cracking in plastic concrete [J].
Combrinck, Riaan ;
Steyl, Lourens ;
Boshoff, William P. .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 185 :1-11
[8]   Influence of shape and locations of initial 3-D cracks on their growth in uniaxial compression [J].
Dyskin, AV ;
Sahouryeh, E ;
Jewell, RJ ;
Joer, H ;
Ustinov, KB .
ENGINEERING FRACTURE MECHANICS, 2003, 70 (15) :2115-2136
[9]   EXPERIMENTS ON 3-D CRACK-GROWTH IN UNIAXIAL COMPRESSION [J].
DYSKIN, AV ;
JEWELL, RJ ;
JOER, H ;
SAHOURYEH, E ;
USTINOV, KB .
INTERNATIONAL JOURNAL OF FRACTURE, 1994, 65 (04) :R77-R83
[10]   Progressive failure of new modelling material with a single internal crack under biaxial compression and the 3-D numerical simulation [J].
Fu, Jin-Wei ;
Chen, Kui ;
Zhu, Wei-shen ;
Zhang, Xin-zhong ;
Li, Xiao-jing .
ENGINEERING FRACTURE MECHANICS, 2016, 165 :140-152