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Title:Non-linear finite-element modelling of room and pillar mine workings including the strain-softening behaviour of the rock mass
Authors:ID Bensehamdi, Salim (Author)
ID Seriani, Abdelbaki (Author)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Copyright holder)
Files:.pdf 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
 
URL http://fgserver3.fg.um.si/journal-ags/2008-2/article-1.asp
 
Language:English
Work type:Scientific work
Typology:1.01 - Original Scientific Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract: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.
Keywords:non-linear FE analysis, yielding, plastic zones, room and pillar mining, residual strength, stability assessment
Publication status:Published
Publication version:Version of Record
Year of publishing:2008
Number of pages:str. 4-19
Numbering:Letn. 5, št. 2
PID:20.500.12556/DKUM-70661 New window
ISSN:1854-0171
UDC:624.131
ISSN on article:1854-0171
COBISS.SI-ID:246178048 New window
NUK URN:URN:SI:UM:DK:NUDYY7SM
Copyright:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
Publication date in DKUM:05.06.2018
Views:1181
Downloads:172
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Categories:Misc.
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Record is a part of a journal

Title:Acta geotechnica Slovenica
Shortened title:Acta geotech. Slov.
Publisher:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
ISSN:1854-0171
COBISS.SI-ID:215987712 New window

Secondary language

Language:Slovenian
Title:Modeliranje podpiranja rudarskih izkopov z nelinearnimi končnimi elementi z upoštevanjem deformacijskega mehčanja kamninske mase
Abstract:Za simulacijo obnašanja kamninske mase in razvoj con popuščanja v območju podpiranja rudarskih izkopov je bil uporabljen dvodimenzionalen model, ki upošteva kriterij po porušitvi. Model upošteva deformacijsko mehčanje kamninske mase in njeno residualno trdnost – trdnost po porušitvi. Analiza stabilnosti konstrukcije upošteva glavne značilnosti popuščanja rudarske konstrukcije zaradi obtežbe in posledičnega spreminjanja togosti kamninske mase ter nadaljnji razvoj napetosti. Izvedene so bile obsežne parametrične analize, v katerih je bil raziskan interakcijski vpliv stropne, podporne in talne konstrukcije na celotno stabilnost rudnika. Rezultati numeričnih analiz jasno kažejo, da modeli z linearnimi končnimi elementi ne prikazujejo realnega obnašanja rudarske konstrukcije. Vseeno pa z njimi dobimo nazorni prikaz omejitev rešitev z linearnimi končnimi elementi pri opisovanju dejanskega obnašanja rudarske konstrukcije, še posebej za relativno mehko kamninsko maso za katero je dokazana uporabnost nelinearnega modela.
Keywords:geomehanika, rudniki, podporne konstrukcije, kamnine, zemljine, napetosti, deformacije, modeli, analiza z nelinearnimi končnimi elementi, popuščanje, cone plastičnosti, komorno/steberna odkopna metoda, rezidualna trdnost


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  1. Acta geotechnica Slovenica

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