Determining the load-bearing capacity of pillars when working thin sheet-like slanting ore beds in a ledge-rock mass
Rock Mechanics and Rock Pressure
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Keywords
Compressive Strength Wide Pillar Lateral Thrust Permissible Stress Strength Reserve
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Literature Cited
- 1.V. D. Slesarev, Determination of the Optimal Dimensions of Pillars for Various Purposes [in Russian], Ugletekhizdat, Moscow (1942).Google Scholar
- 2.M. Stamatiu, Design of Pillars in Salt Mines [in Russian], Gosgortekhizdat, Moscow (1963).Google Scholar
- 3.K. V. Ruppeneit, Some Topics in Rock Mechanics [in Russian], Ugletekhizdat, Moscow (1954).Google Scholar
- 4.I. A. Turchaninov and A. V. Lovchikov, “Rock pressure phenomena in the working of slightly sloping sheet-like ore beds in the “Karnasurt” pit,” FTPRPI, No. 2 (1965).Google Scholar
- 5.M. I. Filonenko-Borodich, The Mechanical Theory of Strength, [in Russian], Izd. MGU, Moscow (1962).Google Scholar
- 6.V. F. Trumbachev and E. A. Mel'nikov, Stress Distributions in Pillars and Blocks of Untouched Ore between Rooms [in Russian], Gosgortekhizdat, Moscow (1961).Google Scholar
- 7.V. I. Borshch-Kompaneets and Yu. I. Martynov, “The strength and deformation properties of fissured pillars,” in: Proceedings of Conference for Exchange of Experience in Scientific Research and Planning of Drainage of Mineral Deposits [in Russian], Belgorod (1966).Google Scholar
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