Abstract
Rock falls are a major cause for concern at the Magdalena Colliery, where mining of bituminous coal has been going on for the past twelve years. Potential keyblocks are the result of numerous joint intersections that result in many unstable blocks that fall off the roof, when the weight exceeds the support capacity. Several attempts have been made in the past to accurately predict rock fall occurrence. This paper describes the use of the computer program JBlock to simulate keyblocks in the roof at Section 1, Panel 417 at the Magdalena Colliery and to predict the probability of occurrence of rock falls. Scanline mapping was undertaken in the roof followed by cluster analysis in DIPS to determine the major joint sets for input into the JBlock program in order to identify potentially unstable keyblocks. Laboratory tests were also conducted on selected samples in order to determine the geotechnical properties of the material and also to carry out a rock mass classification. The program tested the generated keyblocks for the current support system and a proposed support system, which was based on the rock mass classification. Results obtained show that the current support system is inadequate at Section 1, Panel 417.
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Khoza, K.R., Hingston, E.D.C., Mtshali, S., Khumalo, C., Mabogo, N. (2019). The Use of JBlock in the Analysis of Potential Rock Falls at the Magdalena Colliery, Dundee, South Africa. In: Shakoor, A., Cato, K. (eds) IAEG/AEG Annual Meeting Proceedings, San Francisco, California, 2018 - Volume 1. Springer, Cham. https://doi.org/10.1007/978-3-319-93124-1_13
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DOI: https://doi.org/10.1007/978-3-319-93124-1_13
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