Optimization Coal Pillar Size of Top Coal Caving Face with Dynamic Pressure Impact

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AH Wilson coal pillar was used widely as it’s simply, but it’s appeared large error for field implementation as its difference assume conditions, mine depth H and mine thickness m. AH Wilson coal pillar formula was studied precisely by in-site stresses test and numerical simulation analysis for N3-5 top coal caving working face of CHANGCUN coal mine in Lu’an coal district of China, then modified AH Wilson formula was put forward as L = 0.008mH + 8.4,then the precise coal pillar size 18m was used in filed implementation, filed testing proved coal pillar size was reasonable.

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1395-1400

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October 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Wenjun Ju. Dynamic informative design for tunnel [J]. Journal of China Safety Science [J], 2006, 02. (In Chinese).

Google Scholar

[2] A.H. Wilson. Ashbin D P. Research in to the determination of Pillar size. The Mining engineer, 1972(131): 409~417.

Google Scholar

[3] MrozZ, Nawrocki P. Deformation and stability of elastic-plastic soften pillar [J]. Rock Mechanics and ROCK engineering, 1989, (22): 69~108.

DOI: 10.1007/bf01583956

Google Scholar

[4] Salmon, M.D. G, A.H. Munro. A study of the strength of coal pillar [J]. S. Afr. Inst. Min. Metall, (1967).

Google Scholar

[5] Badr, S.A. Numerical Analysis of coal yield pillars at deep long wall mines. Ph.D. Thesis in preparation. Department of Mining Engineering, Colorado School of Mines, Golden, Colorado, (2003).

Google Scholar

[6] BieniawskiZT. In situ strength and deformation characteristics of coal. Eng. GcO1. 1988, 2(5): 325~340.

Google Scholar

[7] Goodman R.E. Methods of Geological Engineering in Discontinuous Rocks. West Publishing Co., 1976, 159~192, 320~327.

Google Scholar

[8] A.H. Wilson. An Hypothesis Concerning Pillar Stability. The Mining Engineer, 1972, No6.

Google Scholar