| Naslov: | Optimization of the high safety pillars for the underground excavation of natural stone blocks |
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| Avtorji: | ID Kortnik, Jože (Avtor)
ID Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru (Lastnik avtorskih pravic) |
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| Datoteke: |  Acta_geotechnica_Slovenica_2009_Kortnik_Optimization_of_the_high_safety_pillars_for_the_underground_excavation_of_natural_stone_blocks.pdf (557,08 KB)
MD5: 5213E009A86B7E30B9D63C592263503A
PID: 20.500.12556/dkum/c8c0f0f9-f266-43f6-8807-e29c8ac2c133
 http://fgserver3.fg.um.si/journal-ags/2009-1/article-3.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: | For the first time in Slovenia, the underground excavation of natural stone blocks was introduced on a trial basis at the Hotavlje I colourful limestone quarry in 1993, and in 2002 also at the Lipica II quarry. This was primarily because of the geological structure of the site, the quarry’s condition, the potentially large amounts of the overburden in the event of an expansion of the surface part of the quarry, and the increasing needs for this raw material, i.e., natural stone. Underground The underground excavation of natural stone blocks is done using a modified room-and-pillar excavation method that is adjusted to each site’s characteristics, with regularly or irregularly distributed high safety pillars. Since the underground excavation of natural stone blocks is performed at a relatively shallow level under the surface, i.e., at a depth of only 10-40 m, the value of the primary vertical stress state is also relatively low (<1.0 MPa). This significantly increases the risk of wedge-shaped pieces or blocks falling out of the ceiling in open, underground spaces. In previous years, special attention was paid to the installation of stress-strain systems for controlling the planned dimensions (width and height) of large, open, underground spaces (rooms) and the dimensions of the high safety pillars, along with continual monitoring and identification of the instability phenomena in the ceiling and sides of the large open spaces (rooms). The paper presents the procedures for the planning, optimization and monitoring of high safety pillars for the underground excavation of natural stone blocks. |
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| Ključne besede: | natural stone, high safety pillars, room-and-pillar mining method, underground mining, quarry |
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| Status publikacije: | Objavljeno |
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| Verzija publikacije: | Objavljena publikacija |
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| Leto izida: | 2009 |
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| Št. strani: | str. 34-48 |
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| Številčenje: | Letn. 6, št. 1 |
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| PID: | 20.500.12556/DKUM-70685  |
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| ISSN: | 1854-0171 |
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| UDK: | 622.35 |
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| COBISS.SI-ID: | 948831 |
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| ISSN pri članku: | 1854-0171 |
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| NUK URN: | URN:SI:UM:DK:TBM1F0WQ |
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| Avtorske pravice: | Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo Univerze v Mariboru |
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| Datum objave v DKUM: | 06.06.2018 |
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| Število ogledov: | 1127 |
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| Število prenosov: | 151 |
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| Metapodatki: |    |
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| Področja: | Ostalo
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