Crack evolution of soft-hard composite layered rock-like specimens with two fissures under uniaxial compression

被引:12
作者
Zhou, Dong [1 ]
Ye, Yicheng [1 ,2 ]
Hu, Nanyan [1 ,2 ]
Wang, Weiqi [1 ]
Wang, Xianhua [3 ]
机构
[1] Wuhan Univ Sci & Technol, Sch Resources & Environm Engn, Wuhan 430081, Peoples R China
[2] Hubei Key Lab Efficient Utilizat & Agglomerat Met, Wuhan 430081, Peoples R China
[3] Sinosteel Wuhan Safety & Environm Protect Res Ins, Wuhan 430081, Peoples R China
关键词
soft-hard composite layered rock mass; double cracks; crack evolution; acoustic emission; digital image correlation; MECHANICAL-PROPERTIES; FRACTURING BEHAVIOR; FAILURE BEHAVIOR; COALESCENCE; FLAWS; SANDSTONE; MASS; PROPAGATION; INITIATION; STRENGTH;
D O I
10.1007/s11709-021-0772-2
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Acoustic emission and digital image correlation were used to study the spatiotemporal evolution characteristics of crack extension of soft and hard composite laminated rock masses (SHCLRM) containing double fissures under uniaxial compression. The effects of different rock combination methods and prefabricated fissures with different orientations on mechanical properties and crack coalescence patterns were analyzed. The characteristics of the acoustic emission source location distribution, and frequency changes of the crack evolution process were also investigated. The test results show that the damage mode of SHCLRM is related to the combination mode of rock layers and the orientation of fractures. Hard layers predominantly produce tensile cracks; soft layers produce shear cracks. The first crack always sprouts at the tip or middle of prefabricated fractures in hard layers. The acoustic emission signal of SHCLRM with double fractures has clear stage characteristics, and the state of crack development can be inferred from this signal to provide early warning for rock fracture instability. This study can provide a reference for the assessment of the fracture development status between adjacent roadways in SHCLRM in underground mines, as well as in roadway layout and support.
引用
收藏
页码:1372 / 1389
页数:18
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