Jointed rock masses under combined static-dynamic loading: Correlation between acoustic emission evolution and rockburst mechanisms
Guo-jian Zeng , Ke-gang Li , Zhi-qiang Qiao
Journal of Central South University ›› : 1 -22.
In this study, aiming at the temporal and spatial evolution mechanism of rockburst disaster in jointed rock mass in deep engineering, the influence of joint and roadway spacing on the process of rockburst was systematically discussed through true triaxial dynamic and static combined loading test and acoustic emission multi-parameter monitoring. The limestone samples with straight wall arch holes were taken as the object of the test. Combined with the dominant frequency distribution of acoustic emission, RA-AF fracture mode discrimination and b value evolution analysis, the coupling effect of stress path and energy release under different joint spacing was revealed. It is found that the spatial distribution of joints significantly affects the mechanical response and fracture characteristics of rockburst: close-range joints dominate tensile fracture through local tensile stress concentration, prolong energy accumulation period and aggravate rockburst intensity; long-distance joints promote shear crack propagation, accelerate damage penetration and shorten incubation time. The main frequency distribution of acoustic emission and the evolution law of b value show that the increase of joint spacing leads to the change of fracture scale from microcrack to macro shear penetration. The research results are expected to provide scientific guidance and theoretical support for the prevention and control of rockburst in deep jointed rock roadway.
jointed rock mass / dynamic and static load / mechanical characteristics / rupture mode / rockburst mechanism
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Central South University
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