| Naslov: | Non-linear finite-element modelling of room and pillar mine workings including the strain-softening behaviour of the rock mass |
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| Avtorji: | ID Bensehamdi, Salim (Avtor)
ID Seriani, Abdelbaki (Avtor)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Lastnik avtorskih pravic) |
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| Datoteke: |  Acta_geotechnica_Slovenica_2008_Bensehamdi,_Seriani_Non-linear_finite-element_modelling_of_room_and_pillar_mine_workings_including_the_s.pdf (651,93 KB)
MD5: A1ECC469D20E34AD094234408576D1EC
PID: 20.500.12556/dkum/112974e1-b2e0-40e7-afe0-8b2f86e33327
 http://fgserver3.fg.um.si/journal-ags/2008-2/article-1.asp
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| Jezik: | Angleški jezik |
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| Vrsta gradiva: | Znanstveno delo |
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| Tipologija: | 1.01 - Izvirni znanstveni članek |
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| Organizacija: | FGPA - Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo
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| Opis: | A two-dimensional model adopting post-failure criteria was used to simulate the behaviour of the rock mass and the development of yield zones around room and pillar mine workings. The model conformed to the strain-softening behaviour of the rock mass and accounted for its post-failure residual strength. The structural-stability-analysis approach accounted for the main features of the mine structures’ yield produced during loading through changes in the rock material’s stiffness and the subsequent evolution of the stresses. A comprehensive parametric analysis was performed and the inevitable effect of the interaction of the roof, pillar and floor on the overall stability limit of the mine was investigated. The numerical results clearly showed that the finite-element linear models could not realistically represent the true behaviour of the mine structure. However, they clearly demonstrated the limitations of the finite-element linear solutions in representing the true behaviour of the mine structure, particularly when the rock-mass structure is relatively weak, and that a non-linear approach was justified. |
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| Ključne besede: | non-linear FE analysis, yielding, plastic zones, room and pillar mining, residual strength, stability assessment |
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| Status publikacije: | Objavljeno |
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| Verzija publikacije: | Objavljena publikacija |
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| Leto izida: | 2008 |
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| Št. strani: | str. 4-19 |
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| Številčenje: | Letn. 5, št. 2 |
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| PID: | 20.500.12556/DKUM-70661  |
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| ISSN: | 1854-0171 |
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| UDK: | 624.131 |
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| COBISS.SI-ID: | 246178048 |
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| ISSN pri članku: | 1854-0171 |
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| NUK URN: | URN:SI:UM:DK:NUDYY7SM |
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| Avtorske pravice: | Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru |
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| Datum objave v DKUM: | 05.06.2018 |
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| Število ogledov: | 1312 |
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| Število prenosov: | 177 |
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| Metapodatki: |    |
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| Področja: | Ostalo
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