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Study on the mechanics and micro/macroeconomics of multiple strip-shaped pillar recovery

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The structural system of a multiple strip-shaped pillar-roof is common in underground mine exploitation, and research on its mechanics and micro/macroeconomics is meaningful for utilizing strip-shaped pillar resources. A general model of the structural system of a multiple strip-shaped pillar-roof was established, the deformation mechanism of the model was analysed by material mechanics, and the deflection curve equations of the model were obtained. Based on the stress strain constitutive relation of the strip pillar and cusp catastrophe theory, the nonlinear dynamic instability mechanism of the structural system of a multiple strip-shaped pillar-roof was analysed, and the expressions of the pillar width for maintaining the stability of different types of structural systems were derived. The benefits of different structural systems were calculated using micro/macroeconomic theory, the type of the structural system was determined, and different recovery schemes were obtained. Theoretical application research was applied to a large manganese mine, and the results demonstrate that no pillar recovery was needed in 2016, a 9-m wide artificial pillar could be built to replace a pillar in 2017, and the construction of 14-m wide artificial pillars can be conducted in 2018.
Rocznik
Strony
19--33
Opis fizyczny
Bibliogr. 19 poz., rys., tab., wykr.
Twórcy
autor
  • Guangxi University, School of Resources, Environment and Materials, Nanning, 530004, China
  • Chinese Academy of Sciences, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Wuhan, 430071, China
autor
  • Guangxi University, School of Resources, Environment and Materials, Nanning, 530004, China
autor
  • Guangxi University, School of Resources, Environment and Materials, Nanning, 530004, China
Bibliografia
  • [1] Chen Q., Zhang C., Yang C. et al., 2019. Strength and deformation of tailings with fine-grained interlayers. Engineering Geology, 256, 110-120.
  • [2] Deng F., Yun Y., Rong D.M. et al., 2016. Analysis of current macroeconomic situation and impact on the development of mining industry. China Mining Magazine 25, 12, 27-29.
  • [3] He G.L., Hong F., Li Q.M., 2008. Instability analysis of coal pillar and roof system under non-uniformly distributed. Journal of Architecture & Civil Engineering 25, 3, 37-41.
  • [4] Li Z.X., 1994. The model of the mining economy system and its applicable conditions. Coal Economy Research 13, 11, 57-61.
  • [5] Li X.Y., Li Z.X., 2001. Mineral Economics. Metallurgical industry press Beijing China, 64-65.
  • [6] Liu G., Zhang H.X., Xu N.Z., 2008. Study on catastrophic theory model of instability of coal pillar and roof system. China Mining Magazine 17, 4, 101-103.
  • [7] Li M., Mao X.B., Mao R.R. et al., 2014. Study on buckling instability of surrounding rock based on cusp catastrophe model. (J) Min. Safety Eng. 31, 03, 379-384.
  • [8] Liu W., Zhang Z., Chen J. et al., 2019. Physical simulation of construction and control of two butted-well horizontal cavern energy storage using large molded rock salt specimens. Energy, 185, 682-694.
  • [9] Qin S.Q., Wang S.J., Long H. et al., 1999. A new approach to estimating geo-stresses from laboratory Kaiser effect measurements. International Journal of Rock Mechanics & Mining Sciences 36, 8, 1073-1077.
  • [10] Saunders P.T., 1980. An introduction to catastrophe theory. Cambridge University Press London England, 84-90.
  • [11] Sun X.F., Fang X.S., Guan L.T., 2009. Mechanics of materials (I). Higher Education Press Beijing China, 128-130.
  • [12] Thom R., 1997. Structural stability and morphs genesis. Benjamin Addison Wesley New York USA, 124-130.
  • [13] Tan Y., Guo W.B., Zhao Y.H., 2016. Engineering stability and instability mechanism of strip Wongawilli coal pillar system based on catastrophic theory. Journal of China Coal Society 41, 7, 1667-1674.
  • [14] Wang S.J., 1984. Stability analysis of underground engineering. Science Press Beijing China, 149-162.
  • [15] Wang Y.M., Xu H., Wu A.X. et al., 2016. Study on instability mechanism and thickness optimization of temporary ore wall based on cusp catastrophe model. (J) Min. Safety Eng. 33, 04, 662-667.
  • [16] Yao Q.G., 2001. Safety cost and economic optimization of safety work in coal mining. Journal of China Coal Society 26, 3, 331-334.
  • [17] Yang X.M., 2011. Research on replacement of primary pillar with concrete column. Mining Technology 11, 4, 25-27.
  • [18] Zeeman E.C., 1976. Catastrophe theory. Scientific American 196, 4, 65-83.
  • [19] Zhang Q.L., 2011. Stability Analysis of Stope Roof-pillar Based on Cusp Catastrophe Model. China Safety Science Journal 21, 10, 52-57.
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-1273c81c-1aa0-4946-a5c2-28e6c4a81c55
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