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

被引:32
|
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
  • [41] The Effects of Crack Openings on Crack Initiation, Propagation and Coalescence Behavior in Rock-Like Materials Under Uniaxial Compression
    Hao Cheng
    Xiaoping Zhou
    Jiang Zhu
    Qihu Qian
    Rock Mechanics and Rock Engineering, 2016, 49 : 3481 - 3494
  • [42] The Effects of Crack Openings on Crack Initiation, Propagation and Coalescence Behavior in Rock-Like Materials Under Uniaxial Compression
    Cheng, Hao
    Zhou, Xiaoping
    Zhu, Jiang
    Qian, Qihu
    ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (09) : 3481 - 3494
  • [43] Investigation of the mechanical behavior of rock-like material with two flaws subjected to biaxial compression
    Lian, Shuailong
    Wan, Wen
    Zhao, Yanlin
    Wu, Qiuhong
    Du, Can
    SCIENTIFIC REPORTS, 2024, 14 (01):
  • [44] Investigation of the mechanical behavior of rock-like material with two flaws subjected to biaxial compression
    Shuailong Lian
    Wen Wan
    Yanlin Zhao
    Qiuhong Wu
    Can Du
    Scientific Reports, 14 (1)
  • [45] Crack coalescence in rock-like specimens with two dissimilar layers and pre-existing double parallel joints under uniaxial compression
    Lin, Qibin
    Cao, Ping
    Wen, Guanping
    Meng, Jingjing
    Cao, Rihong
    Zhao, Zhiye
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2021, 139
  • [46] Rate-dependent mechanical characteristics of rock-like specimens containing single closed crack
    Xi, Yanhui
    Dui, Guansuo
    Sun, Zhenyu
    Wei, Dianen
    ENGINEERING FAILURE ANALYSIS, 2024, 160
  • [47] The role of flaws on crack growth in rock-like material assessed by AE technique
    Quansheng Liu
    Jie Xu
    Xuewei Liu
    Jingdong Jiang
    Bin Liu
    International Journal of Fracture, 2015, 193 : 99 - 115
  • [48] Crack propagation process and acoustic emission characteristics of rock-like specimens with double parallel flaws under uniaxial compression
    Wang, Zhiheng
    Li, Yong
    Cai, Weibing
    Zhu, Weishen
    Kong, Weiqiu
    Dai, Feng
    Wang, Chen
    Wang, Kai
    THEORETICAL AND APPLIED FRACTURE MECHANICS, 2021, 114
  • [49] Cracking Processes and Coalescence Modes in Rock-Like Specimens with Two Parallel Pre-existing Cracks
    Cheng Zhao
    Yi meng Zhou
    Chun feng Zhao
    Chong Bao
    Rock Mechanics and Rock Engineering, 2018, 51 : 3377 - 3393
  • [50] Cracking Processes and Coalescence Modes in Rock-Like Specimens with Two Parallel Pre-existing Cracks
    Zhao, Cheng
    Zhou, Yi Meng
    Zhao, Chun Feng
    Bao, Chong
    ROCK MECHANICS AND ROCK ENGINEERING, 2018, 51 (11) : 3377 - 3393