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Shear Bond Stresses Along Cable Bolts
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Citation (Style = APA)
Mitri, Hani S. (1990). Shear Bond Stresses Along Cable Bolts. Tenth International Conference on Ground Control in Mining Proceedings (ICGCM) 10th
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SpreadSheed (CSV)
Mitri, Hani S. (1990). Shear Bond Stresses Along Cable Bolts. Tenth International Conference on Ground Control in Mining Proceedings (ICGCM) 10th
Citation Downloads
Reference Manager (RIS)
SpreadSheed (CSV)
Organization: International Conference on Ground Control in Mining
Pages: 6
Publication Date:
Jan 1, 1990
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Abstract
Abstract
| The behaviour of grouted cable bolts used for rock reinforcement as a means of ground control in hard rock mining is investigated. The study utilizes an analytical model which is based on the variational principle to calculate the shear bond stress distribution along the embedded length of cable bolt. In this paper, a comprehensive parametric study which covers both geometric and mechanical design parameters involved is presented. Special emphasis is placed on studying the characteristics of the grout model represented by Winkler springs. This involved varying the maximum shear strength of the grout, its residual strength and the slip occurring between the cable and the borehole wall. |
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