PANEL WIDTH AFFECTED BY ROCK MASS CLASSIFICATIONS (ABU-TARTUR PHOSPHATE MINES) | ||||
| JES. Journal of Engineering Sciences | ||||
| Article 30, Volume 41, No 3, May and June 2013, Page 1364-1379 PDF (1001.19 K) | ||||
| Document Type: Research Paper | ||||
| DOI: 10.21608/jesaun.2013.114796 | ||||
 View on SCiNiTO | ||||
| Authors | ||||
| M. A. Hussein* ; S.S. Imbaby; A. R. Ibrahim | ||||
| Mining and Metallurgical Engineering Dept. Faculty of Engineering, Assiut University, Egypt | ||||
| Abstract | ||||
| Rock mass classification systems consider one of the design tools, which are used in conjunction with engineering assessments and other design approaches. There are many classification systems, which are widely employed in rock engineering. In this study one of these systems is used for the selection of the optimum panel width in phosphate mine Abu-Tartur area. Geological Strength Index (GSI) is one of these systems which enables for calculations of the panel width. Data for the GSI system are obtained from geological reports, some field measurements and laboratory tests. The obtained panel width (wall length) for Abu-Tartur area is calculated to be about 100m (102m) which differs strongly from the applied length in the area (150m). So, it is recommended to apply this obtained length to secure safe mining conditions without roof falls which is the main problem facing underground mining in this area. | ||||
| Keywords | ||||
| Rock Mass Classification; Geological Strength Index (GSI); Abu; Tartur longwall phosphate mine; Panel width | ||||
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