Methods of Designing Mechanical Roof Bolting in Horizontally Bedded Strata
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Tang, David H. Y. (1984). Methods of Designing Mechanical Roof Bolting in Horizontally Bedded Strata. Rock Mechanics in Productivity and Protection ? Proceedings Twenty five Symposium on Rock Mechanics
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Tang, David H. Y. (1984). Methods of Designing Mechanical Roof Bolting in Horizontally Bedded Strata. Rock Mechanics in Productivity and Protection ? Proceedings Twenty five Symposium on Rock Mechanics
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Reference Manager (RIS)
SpreadSheed (CSV)
Organization: International Conference on Ground Control in Mining
Pages: 12
Publication Date:
Jan 1, 1984
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Abstract
Abstract
| The reinforcement mechanism of suspension effect is analyzed based on beam-column theory. The equations of the maximum bending stress, deflection and transferred bolt load for the bolted roof strata are derived. In the analysis, the bolt load is assumed to be point load and the horizontal stress is uniformly applied to each stratum. The reinforcement mechanism of friction effect is also analyzed. The major function of roof bolting in this case is to create the friction¬al resistance by tensioning the roof bolts, thereby the individual thin strata are "welded" into one single thick stratum. Based on the results, equal spacing of roof bolts is used in the suspension effect while for friction effect, the bolts should be spaced based on equal shear force concept. The design nomographs for the proper bolting pattern and bolt ten¬sion of mechanical roof bolting systems are presented for practical applications. |
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