Proceedings of the International Symposium on Engineering in Complex Rock Formations 1988
DOI: 10.1016/b978-0-08-035894-9.50093-7
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Criteria of Rock Bursts for Longwall Muting

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“…The underlying assumption made at the stage of model development was that rock strata surrounding the face entry should exhibit the equivalent bending rigidity taking into account the floor and main roof parameters. Old excavations were treated as a linearly deformable medium, the coal seam viewed as a nonlinearly deformable medium, its stress-strain characteristics approximated by straight line sections in accordance with the energy equivalence criteria (Zorychta et al, 1986;Mróz & Nawrocki, 1989;Baryakh & Gegin, 1997;Lin'kov, 2001). The equivalent roof deflection was assumed to be induced by the bending moment whilst the working zone interactions were governed by normalised values of the powered support capacity.…”
Section: Conceptual and Theoretical Backgrounds Of The Stress State D...mentioning
confidence: 99%
“…The underlying assumption made at the stage of model development was that rock strata surrounding the face entry should exhibit the equivalent bending rigidity taking into account the floor and main roof parameters. Old excavations were treated as a linearly deformable medium, the coal seam viewed as a nonlinearly deformable medium, its stress-strain characteristics approximated by straight line sections in accordance with the energy equivalence criteria (Zorychta et al, 1986;Mróz & Nawrocki, 1989;Baryakh & Gegin, 1997;Lin'kov, 2001). The equivalent roof deflection was assumed to be induced by the bending moment whilst the working zone interactions were governed by normalised values of the powered support capacity.…”
Section: Conceptual and Theoretical Backgrounds Of The Stress State D...mentioning
confidence: 99%