2009
DOI: 10.1016/j.ijrmms.2008.07.014
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Rock mechanical investigations of seismic events in a deep longwall coal mine

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Cited by 122 publications
(64 citation statements)
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“…The second source mechanism is interpreted as S. Wehling-Benatelli et al: Brittle failure in coal mining environment 407 the failure of remnant pillar structures from previously mined out seams overlying the currently excavated seam or tectonically weak structures such as faults that are reactivated by the mining induced stresses. These findings are consistent with the proposed model of rock failure by Alber et al (2009).…”
Section: Hamnet -A Temporary Local Network For Seismic Monitoring Ofsupporting
confidence: 92%
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“…The second source mechanism is interpreted as S. Wehling-Benatelli et al: Brittle failure in coal mining environment 407 the failure of remnant pillar structures from previously mined out seams overlying the currently excavated seam or tectonically weak structures such as faults that are reactivated by the mining induced stresses. These findings are consistent with the proposed model of rock failure by Alber et al (2009).…”
Section: Hamnet -A Temporary Local Network For Seismic Monitoring Ofsupporting
confidence: 92%
“…Bischoff et al, 2010a;Walter et al, 1997). The relative relocation of events belonging to these clusters suggests that their source depths are either slightly above or below the depth of active mining in agreement with the location of more competent rock layers which exhibit violent failure behaviour in laboratory experiments conducted by Alber et al (2009). The absence of such events in the South African data sets might be explained by the different geological settings.…”
Section: Frequency Magnitude Distributions and Indications For Differsupporting
confidence: 55%
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“…In the field of rock mechanics, the simulation of fault-slip in underground mines has been carried out, aiming at estimating the mechanical properties of faults, evaluating fault-slip potential, and investigating the effect of faults on ambient stress states, albeit the classical Mohr-Coulomb criterion has been mainly used under static conditions (Alber, Fritschen, Bischoff, & Meier, 2009;Hofmann & Scheepers, 2011;Sneilling et al, 2013).…”
Section: Numerical Analysismentioning
confidence: 99%
“…It is the classical Mohr-Coulomb criterion that is used the most widely for the stability analysis of faults in underground mines (Alber et al, 2009;Hofmann & Scheepers, 2011;Potvin, Jarufe, & Wesseloo, 2010;Sjoberg et al, 2012;Sneilling et al, 2013) because of its simplicity. The failure criterion is expressed as follows:…”
Section: Static Shear Strength Modelsmentioning
confidence: 99%