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Investigation of the anisotropic confinement-dependent brittleness of a Utah coal

International Journal of Coal Science & Technology 2021年第2期8卷 274-290页

作者： Bo-Hyun Kim Gabriel Walton mark klarson Steve Berry CDC/NIOSH 315 E.Montgomery Ave.SpokaneWAUSA Department of Geology and Geological Engineering Colorado School of MinesGoldenCOUSA Department of Geological Engineering Montana TechButteMTUSA

Changes of failure mechanism with increasing confinement,from extensional to shear-dominated failure,are widely observed in the rupture of intact specimens at the laboratory scale and in rock *** an analysis published in 2018,both unconfined and triaxial compressive tests were conducted to investigate the strength characteristics of 84 specimens of a Utah coal,including the spalling limits,the ratio of apparent unconfined compressive strength to unconfined compressive strength(UCS),the damage characteristics,and the post-yield *** mechanical characteristics were found to be strongly anisotropic as a function of the orientation of the cleats relative to the loading direction,defined as the included angle.A total of four different included angles were used in the work performed in *** authors found that the degree of anisotropic strength differed according to the included ***,the transition from extensional to shear failure at the given confinements was not clearly *** this study,a total of 20 specimens were additionally prepared from the same coal sample used in the previous study and then tested under both unconfined and triaxial compressive *** the authors already knew the most contrasting cases of the included angles from the previous work using the four included angles,they chose only two of the included angles(0°and 30°)for this *** the triaxial compressive tests,a greater confining stress than the mean UCS was applied to the specimens in an attempt to identify the brittle-ductile transition of the *** new results have been compiled with the previous results in order to re-evaluate the confinement-dependency of the coal ***,the different confining stresses are used as analogs for different width-to-height(W/H)conditions of pillar *** the W/H ratios of the specimens were not directly considered during testing,the equivalent W/H ratios of a pillar as a function of

关键词： Utah coal Spalling limit AUCS/UCS ratio Damage characteristic Post-yield dilatancy Anisotropic

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