Document Type
Conference Paper
Publication Date
2-2016
Abstract
A mathematical model which is able to determine the pure shear strength of cable bolt was introduced and calibrated for various conditions. The proposed equation is developed based on the Fourier series concept and a linear relationship between shear and normal forces generated during cable bolt shearing. The conventional double shearing instrument was up to date to evaluate the pure shear strength of cable bolt by removing the contribution of concrete block frictional force. The experimental data obtained from the revised double shear instrument was in good agreement with the prediction of the proposed mode.
COinS
Publication Details
Naj Aziz, Ali Mirza, Jan Nemcik, Haleh Rasekh and Xuwei Li, A Follow up to Study the Behaviour of Cable Bolts in Shear: Experimental Study and Mathematical Modelling, in Naj Aziz and Bob Kininmonth (eds.), Proceedings of the 16th Coal Operators' Conference, Mining Engineering, University of Wollongong, 10-12 February 2016, 24-31.