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Based on statistical damage mechanics,the constitutive model of a rock underthree-dimensional stress was established by the law that the statistical strength of rockmicro-element obeys Weibull distribution.The acoustic emission (AE) evolution model ofrock failure was put forward according to the view that rock damage and AE were consistent.Moreover,in the failure process of rock under three-dimensional stress,the change inrelationship between stress condition parameter and the characteristic parameters of AE,such as the event number and its change rate,were studied.Also,the rock AE characteristicunder uniaxial compression was analyzed in theory and verified with examples.Theresults indicate that the cumulative event number and change rate of AE in rock failure aredetermined by stress state parameter F.Along with the gradual increase of F,first the cumulativeevent number increases gradually,then rapidly,and then slowly after the stresspeak.The form of change rate of an event by increasing F is consistent with the distributionform of rock micro-element strength.The model explained the phenomenon that a relativelyquiet period of AE appears before rock rupture that is observed by many researchersin experiments.Verification examples indicate that the AE evolution model is consistentwith the test results,so the model is reasonable and correct.
Based on statistical damage mechanics, the constitutive model of a rock underthree-dimensional stress was established by the law that the statistical strength of rockmicro-element obeys Weibull distribution. The acoustic emission (AE) evolution model ofrock failure was put forward according to the view that rock damage and AE were consistent. More over, in the failure process of rock under three-dimensional stress, the change in relationship between stress condition parameter and the characteristic parameters of AE, such as the event number and its change rate, were studied.Also , the rock AE characteristicunder uniaxial compression was analyzed in theory and verified with examples .results indicate that the cumulative event number and change rate of AE in rock failure aredetermined by stress state parameter F.Along with the gradual increase of F, first the cumulativeevent number增加 gradually, then rapidly, and then slowly after the stresspeak. the form of change rate of an event by increasi ng F is consistent with the distributionform of rock micro-element strength.The model explained the phenomenon that a relativelyquiet period of AE appears before rock rupture that is observed by many researchers in experiments. Verifying examples indicate that the AE evolution model is consistentwith the test results so the model is reasonable and correct.