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Studia Geotechnica et Mechanica

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Effect of increasing mining rate on longwall coal mining – Western donbass case study

Olena Sdvyzhkova / Renata Patyńska
Published Online: 2016-04-18 | DOI: https://doi.org/10.1515/sgem-2016-0010


This paper presents the problems associated with the rapid change of the rock stress-strain state in terms of increasing the rate of coal mining. Parameters of the roof collapse are determined depending on the rate of a longwall advancing under conditions of poor rocks. Statistical data are processed to obtain a general trend concerning the mining rate impact on the roof collapse. The statistical strength theory is applied to explain the increase in mined-out space and the size of hanging roof behind a coal face. Numerical simulation is carried out to determine a critical size of mined-out space that provokes a roof collapse. The area of yielded rocks is outlined using the criterion developed taking into account the rate of longwall advancing. A general regularity is obtained to determine the roof collapse parameters. The developed technics gives a possibility to predict the moment of general roof collapse at the initial stage of longwalling to prevent the negative effect of the rapid stress redistribution provoking joints propagation and intensive gas release. The estimation of the rock stress-strain state considering the rate of mining operations can be useful for tasks related to a new technology implementation. The statistical strength theory and failure criterion applied together provides adequate planning of mining activities and the assessment of natural hazards.

Keywords: rock; stress-strain state; mining rate; failure criterion; roof collapse


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About the article

Published Online: 2016-04-18

Published in Print: 2016-03-01

Citation Information: Studia Geotechnica et Mechanica, Volume 38, Issue 1, Pages 91–98, ISSN (Online) 2083-831X, ISSN (Print) 0137-6365, DOI: https://doi.org/10.1515/sgem-2016-0010.

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© 2016 Olena Sdvyzhkova et al., published by De Gruyter Open. This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License. BY-NC-ND 3.0

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