Short communication. A numerical analysis of the foot-floor interaction in long wall workings

A mathematical and numerical approach for the description of creep and failure of coal around a longwall is given. Two coal strata are considered. They are assumed to be elasto-viscoplastic. The variation in time of the stress and displacement around the excavation, as well as the limit thickness of...

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Veröffentlicht in:International journal for numerical and analytical methods in geomechanics 1994-01, Vol.18 (9), p.641-652
Hauptverfasser: Cristescu, Nicolae, Ionescu, Ioan R, Rosca, I
Format: Artikel
Sprache:eng
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Zusammenfassung:A mathematical and numerical approach for the description of creep and failure of coal around a longwall is given. Two coal strata are considered. They are assumed to be elasto-viscoplastic. The variation in time of the stress and displacement around the excavation, as well as the limit thickness of the upper stratum which would avoid failure was found.
ISSN:0363-9061