2019
DOI: 10.1016/j.jappgeo.2018.12.010
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Experimental investigation of predicting coal failure using acoustic emission energy and load-unload response ratio theory

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Cited by 28 publications
(12 citation statements)
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“…e fitting results of different specimens are listed in Table 7: R 2 for data from PC and PR specimens was between 0.94365 and 0.97692, and equations (21) and (22) can accurately describe the process of energy release of specimens before impact-induced failure. e strength-volume rate parameters λ c and λ r of coal and rock masses were separately valued as their corresponding means (0.02557 and 0.00156).…”
Section: Strength-volume Density Constant Of Coal and Rockmentioning
confidence: 99%
See 1 more Smart Citation
“…e fitting results of different specimens are listed in Table 7: R 2 for data from PC and PR specimens was between 0.94365 and 0.97692, and equations (21) and (22) can accurately describe the process of energy release of specimens before impact-induced failure. e strength-volume rate parameters λ c and λ r of coal and rock masses were separately valued as their corresponding means (0.02557 and 0.00156).…”
Section: Strength-volume Density Constant Of Coal and Rockmentioning
confidence: 99%
“…Two methods (laboratory monitoring and numerical simulation) are frequently applied in such research into the energy release from coal and rock masses [12][13][14][15][16][17][18][19][20][21]. By monitoring the acoustic emission (AE) energy in coal masses during loading and unloading, Wang et al [22] found that energy release of coal masses is related to the fractures therein. Meng et al [23] suggested that energy release is correlated with loads while being unrelated to loading rate by monitoring AE events under uniaxial load.…”
Section: Introductionmentioning
confidence: 99%
“…Besides, he also reported that the spectrum characteristics of AE signals generated by tensile failure and shear failure were different. Wang et al [ 30 ] found that AE signals would be relatively less before rock mass instability.…”
Section: Introductionmentioning
confidence: 99%
“…Khazaei et al [1] proved that AE events were caused by fractures of intact rocks, so the change of AE in the loading process was largely related to fractures existing in rocks. Wang et al [2] and Mlakar et al [3] found that the change characteristics of AE signals were related to the failure of coal and rock, which could be used to monitor the progressive change of rock fracture development.…”
Section: Introductionmentioning
confidence: 99%