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Stability analysis of security pillars with dimension 10 x 10 m fromed by ore of mineral body during the exploitation of the "Trepça" mine in Stantërg

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The "Trepça" mine in Stanterg consists from several mineral bodies, which if compared to the mineral bodies in the North and South part of mine can be found in different size. Their size in the horizontal plane ranges from 300–7000 m2 and as a matter of fact in the primary exploitation phase, only about two of thirds part of ore is used, while the remaining ore is used like pillars in the secondary stage with special methods. Since the beginning of exploitation at "Trepça" mine landfill, the security pillars are left in dimensions 10 x 10 m, on the schedule of chess fields, at distances from 16 to 20 m and all pillars at those distances are stable and over-dimensioned. In this paper we investigate the stability of the securing pillars with dimensions 10 x 10 m, with surface S = a * b = 10 * 10 = 100 m2 with a distance between them of 10 to 22 m. Pillar stability analysis aims to increase the safety factor along with the increase of exploitation depth.
Słowa kluczowe
Czasopismo
Rocznik
Tom
Strony
37--44
Opis fizyczny
Bibliogr. 12 poz., rys., tab., wykr.
Twórcy
autor
  • Faculty of Geosciences, University of Mitrovica, 40000, Mitrovica, Kosovo
autor
  • Faculty of Geosciences, University of Mitrovica, 40000, Mitrovica, Kosovo
  • Faculty of Geosciences, University of Mitrovica, 40000, Mitrovica, Kosovo
Bibliografia
  • EYLLIE C.D., MAH E.C., 2004, Rock slope engineering, IMM, Abingdon.
  • GUNDEWAR S.C., 2014, Application of rock mechanics in surface and underground mining, Indian Bureau of Mines.
  • HAXHI S., 1971, Mechanics of the rocks, I, II, III, Tirane.
  • HOEK E., 2000, Rock engineering: course notes, A.A. Balkema of Rotterdam.
  • HUGHES J.R., 2001, The Finite Element Method, linear static and dynamic Finite Element Analysis, Dover Publications, Inc., Mineola, New York.
  • KELMENDI Sh., ZEQIRI I., 2006, Mathematical methods in engineering, University of Prishtina, Kosovo.
  • PARISEAU G.E., 2008, Solutions manual to design analysis in rock mechanics, Taylor & Francis.
  • PARISEAU G.W., 2007, Design analysis in rock mechanics, Taylor & Francis.
  • ZEQIRI A.R., 2004, Dimension of pillars and safety pillars in “Trepça” mining in Stanterg, professional analysis, University of Prishtina, Kosovo.
  • ZEQIRI A.R., 2008, Sustainability analysis of Trepça mine security pillars in Stantërg, professional analysis, University of Prishtina, Kosovo.
  • ZEQIRI A.R., 2012, Dispense from the mechanics of the rocks, University of Prishtina, Faculty of Geosciences, Kosovo.
  • ZEQIRI A.R., 2012, Geostatistics in modern mining planning, Fray International Symposium, Vol. 5, CanCun, Mexico.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-283bb4b3-4456-4968-9097-3083bee01bc1
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