Stability Analysis for Pillars during the Process of Panel Mining Based on Dynamic Fuzzy Reliability

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Abstract:

Panel mining requires constructing lots of artificial pillars in underground metal mines. Along with the development of the mining process the stress-strain state of pillars changes constantly. Finite element numerical simulation with Midas/GTS software is used to analyze the stability of the pillar during the entire process of panel mining and consider randomness and fuzziness for material parameters of concrete and ore rock to get stress distribution in the pillar. In this paper, the performance function and equation of dynamic fuzzy reliability for a pillar in the whole mining process are established and are solved by a program developed with the MATLAB software. Applying the proposed theory and procedures to dynamic fuzzy reliability analysis and calculation of the pillar was set in panel mining under complex conditions in Zhao Tong Lead-Zinc mine. The results indicate that dynamic fuzzy reliability can better reflect the pillar stability during the entire process of panel mining and the proposed theory and procedures are effective in evaluating the dynamic fuzzy reliability.

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263-268

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October 2011

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] X.M. Wang, C.J. Wang and Q.L. Zhang: Metal Mine. Forum Vol. 386(2008), pp.17-25. (in Chinese)

Google Scholar

[2] X.J. Zhang: Mining & Safety Engineering.Forum Vol. 23 (2006), pp.123-125. (in Chinese)

Google Scholar

[3] G.Q. Sun, J. Li and X.B. Hu: Metal Mine. Forum Vol. 368(2007), pp.29-32. (in Chinese)

Google Scholar

[4] K. Zhao, M.F. Cai and Y.Z. Rao: Rock and Soil Mechanics. Forum Vol. 24(2003), pp.987-990. (in Chinese)

Google Scholar

[5] C.Q. Zhu, D.B. Zhang and S.L. Shi: Joumal of China Coal Society.Forum Vol. 31 (2006), pp.141-144. (in Chinese)

Google Scholar

[6] T.J. Liu, and H.H. Mo:Numerical test on staged damage evolution of underground stope in construction. Rock and Soil Mechanics.Vol. 26 (2005), pp.1901-1906.

Google Scholar

[7] W.Q. Lu, gH.O. Byun and L.X. Shi:Calculation of failure probability of caisson breakwater considering correlation between variables.KSCE Journal of Civil Engineering, Forum Vol.13 (2009), pp.1-5

DOI: 10.1007/s12205-009-0001-3

Google Scholar

[8] Tonon.F, Bernardini.A and Mammino.A: Elsevier Journal of Reliability Engineering and System Safety. Forum Vol. 70(2000), pp.263-282.

DOI: 10.1016/s0951-8320(00)00059-4

Google Scholar

[9] Schweiger.H.F and Peschl.G.M: Elsevier Journal of Computers and Geotechnics. Forum Vol. 32(2005), pp.422-435.

Google Scholar

[10] M.Y. Liu and C.Y. Xu: Mining and Metallurgical Engineering.Forum Vol. 3(2000), pp.19-22. (in Chinese)

Google Scholar

[11] J. Deng, L. Bian and H.S. Peng: Journal of Central South University (Nat Sci Ed). Forum Vol. 37(2006), pp.997-1001. (in Chinese)

Google Scholar

[12] Seung.H.L and Hyung.B.K: KSCE Journal of Civil Engineering.Forum Vol. 4 (2000), pp.153-160.

Google Scholar

[13] J. Sun, X. Zhang and Z.G. Mu: Rock and Soil Mechanics. Forum Vol. 29(2008), pp.838-840. (in Chinese)

Google Scholar

[14] H.S. Li and Q.Y. Ye: Chinese Journal of Geotechnical Engineering.Forum Vol. 28(2006), pp.1019-1022. (in Chinese)

Google Scholar

[15] S.J. Yang, S. Zeng and B. Sun: Chinese Journal of Underground Space and Engineering.Forum Vol. 5 (2009), pp.490-493. (in Chinese)

Google Scholar