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Title:An analysis of the geomechanical processes in coal mining using the Velenje mining method
Authors:ID Jeromel, Gregor (Author)
ID Medved, Milan (Author)
ID Likar, Jakob (Author)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Copyright holder)
Files:.pdf Acta_geotechnica_Slovenica_2010_Jeromel,_Medved,_Likar_An_analysis_of_the_geomechanical_processes_in_coal_mining_using_the_Velenje_minin.pdf (589,19 KB)
MD5: A69D4829C7DECB3FD81FD4AF5415C594
PID: 20.500.12556/dkum/8185743a-4c8d-4f53-a95d-13107ab3fe88
 
URL http://fgserver3.fg.um.si/journal-ags/2010-1/article-2.asp
 
Language:English
Work type:Scientific work
Typology:1.01 - Original Scientific Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:With in-depth geomechanical analyses of sub-level mining using the longwall mining method we can identify the relationships between the physical and mechanical parameters of geological materials, depending on the intensity of the coal extraction. The extent and the intensity of the mining operations impose impacts on the stresses and cause deformation changes in the rocks and in the coal seams on a broader area of excavations. The method of sub-level coal extraction requires multi-caving of the hanging-wall layers, which are recompressed, and in sub-level stoping each represents a hanging wall. The repeating processes of caving-in and compression, from the aspect of the theory of plasticity, have been relatively little researched because every such process brings about structural changes in natural, multi-caved and recompressed materials in the hanging wall. The intensity of the coal extraction has direct impacts on the surrounding and distant mining areas. Extensive stress and deformation changes in the surrounding area, and in the mine, represent a safety hazard for the employees, since the supporting system in the mine roadway could collapse. Therefore, a controlled excavation of the coal, and a good understanding of the geomechanical properties of all the materials and processes involved, is extremely important for planning and managing economic production, while also ensuring safe mining operations. A numerical model that allows for in-depth analyses of the geomechanical processes that occur in the hanging wall, the footwall and in the coal seam during sub-level coal excavation, is broadly applicable and highly relevant for analysing the intensity and the level of the caving processes in sub-level coal mining, and for making realistic plans for coal excavation with workers’ safety in mind.
Keywords:coal mining, sub-level mining method, longwall coal mining method, carving processes, finite-difference method, FLAC, mathematical model
Publication status:Published
Publication version:Version of Record
Year of publishing:2010
Number of pages:str. 31-45
Numbering:Letn. 7, št. 1
PID:20.500.12556/DKUM-70725 New window
ISSN:1854-0171
UDC:622.3
ISSN on article:1854-0171
COBISS.SI-ID:1051231 New window
NUK URN:URN:SI:UM:DK:G8YTTADR
Copyright:Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru
Publication date in DKUM:11.06.2018
Views:1117
Downloads:96
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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:Analiza geomehanskih procesov odkopavanja premoga z Velenjsko odkopno metodo
Abstract:S poglobljeno geomehansko analizo podzemnega odkopavanja premoga s podetažno širokočelno odkopno metodo lahko podamo medsebojne povezave med fizikalnimi in mehanskimi parametri nastopajočih geoloških materialov v odvisnosti od intenzivnosti odkopavanja premoga. Obseg in intenzivnost odkopavanja premoga ima vpliv na napetostne in deformacijske spremembe v hribinah in premogovem sloju na širšem območju odkopnega prostora. Način podetažnega odkopavanja premoga zahteva večkratne porušitve krovninskih plasti, ki so večkrat ponovno komprimirane in vsaki posebej predstavljajo krovnino pri odkopavanju od zgoraj navzdol. Ponavljajoči procesi rušenja in komprimacije gledani z gledišča teorije plastičnosti predstavljajo relativno manj raziskano področje, saj so pri vsakem tovrstnem procesu prisotne strukturne spremembe naravnih večkrat porušenih in ponovno skomprimiranih materialov v krovnini. Z intenzivnostjo odkopavanja so v neposredni odvisnosti tudi vplivi na druge jamske prostore, ki so locirani v neposredni bližini odkopa kakor tudi v večji oddaljenosti. Obsežne napetostne in deformacijske spremembe v okolici in v jamskih objektih posredno vplivajo tudi na varnost zaposlenih, saj obstaja realna nevarnost porušitve podpornega sistema. Zato je kontrolirano odkopavanje premoga in dobro poznavanje geomehanskih lastnosti vseh nastopajočih materialov ter procesov izjemnega pomena za načrtovanje in vodenje rentabilne proizvodnje ob za delo varnih razmer pri delu zaposlenih pri kompleksnem procesu odkopavanja premoga. Izdelava numeričnega modela, ki omogoča poglobljene analize geomehanskih procesov v krovnini, talnini ter premoškem sloju pri časovnem razvoju podetažnega odkopavanja premoga, ima širši okvir uporabnosti in je izjemnega pomena za ugotavljanje intenzivnosti ter obsega rušnih procesov pri podetažnem odkopavanju premoga, za realna načrtovanja odkopavanja premoga v premogovniku v naslednjih desetletjih ob povečani varnosti rudarjev.
Keywords:odkopavanje premoga, podetažna odkopna metoda, širokočelna odkopna metoda, rušni procesi, metoda končnih diferenc, matematični model


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