Modeling a Stress Condition of Ore Massif in the Process of Bauxite Deposits Development in the Mines of "Sevuralboksitruda"; IOP Conference Series: Materials Science and Engineering; Vol. 582 : Innovative Technologies in Engineering

Podrobná bibliografie
Parent link:IOP Conference Series: Materials Science and Engineering
Vol. 582 : Innovative Technologies in Engineering.— 2019.— [012030, 8 p.]
Hlavní autor: Kosukhin N. I.
Korporativní autor: Национальный исследовательский Томский политехнический университет Юргинский технологический институт
Další autoři: Sidorov D. V., Gil L. B. Ludmila Boleslavna
Shrnutí:Title screen
The publication examines the problems of concentrator of elevated tension formation in pillars and ore massif. The article presents the results of modeling the stress state of interchamber pillars and ore deposits, using specialized geomechanical software PRESS 3D URAL. In the process of numerical experiments, it was found that the increase of natural flexibility in pillars leads to a decrease of normal stresses in comparison with the variant of a stiff scheme. If interchamber pillar involves different varieties of ores, there is a redistribution of stress on the site with more stiff ores. The article shows that the stress state control of interchamber pillars and ore massif in conditions of OJSC "Sevuralboxitruda" can be achieved by drilling relief holes.
Jazyk:angličtina
Vydáno: 2019
Témata:
On-line přístup:http://dx.doi.org/10.1088/1757-899X/582/1/012030
http://earchive.tpu.ru/handle/11683/57683
Médium: Elektronický zdroj Kapitola
KOHA link:https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=661656

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330 |a The publication examines the problems of concentrator of elevated tension formation in pillars and ore massif. The article presents the results of modeling the stress state of interchamber pillars and ore deposits, using specialized geomechanical software PRESS 3D URAL. In the process of numerical experiments, it was found that the increase of natural flexibility in pillars leads to a decrease of normal stresses in comparison with the variant of a stiff scheme. If interchamber pillar involves different varieties of ores, there is a redistribution of stress on the site with more stiff ores. The article shows that the stress state control of interchamber pillars and ore massif in conditions of OJSC "Sevuralboxitruda" can be achieved by drilling relief holes. 
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