Evolution of tensile and shear cracking in crystalline rocks under compression

被引:34
作者
Zafar, Sana [1 ]
Hedayat, Ahmadreza [1 ]
Moradian, Omid [2 ]
机构
[1] Colorado Sch Mines, Golden, CO 80401 USA
[2] Swiss Fed Inst Technol, CH-8092 Zurich, Switzerland
关键词
Brittle rocks; Uniaxial Compression; Non-elastic Tensile Strain; Non-elastic Shear Strain; Cracking Mechanisms; MOMENT TENSOR ANALYSIS; ACOUSTIC-EMISSION OBSERVATIONS; PROPAGATION THRESHOLDS; FRACTURE PROPAGATION; BRITTLE FAILURE; STRESS; COALESCENCE; DAMAGE; INITIATION; GRANITE;
D O I
10.1016/j.tafmec.2022.103254
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
We performed laboratory-scale unconfined compression experiments on Barre granite specimen with a single pre-existing flaw to study the evolution of tensile and shear cracking that occurs during different stress levels. Moment tensor inversion of acoustic emission (AE) events in combination with the nonelastic strain component obtained through the 2D digital image correlation (DIC) technique are used to track the changes in the source mechanisms of the stress-induced cracks. The mode of deformation computed from the image based strain profiles, enables visual comparison of the nucleation, growth and interaction of the tensile and shear cracks with the microseismic source mechanism observed by moment tensor inversion of the AE events. Comparing the results obtained from the two techniques on the same dataset demonstrates a quantitative correlation between the acoustic and visual observations in terms of the cracking mechanisms obtained at different stages of cracking from crack initiation at the flaw tips to the failure of the rock specimen.
引用
收藏
页数:15
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