A Viscoelastic Approach To The Modelling Of The Transient Closure Behavior Of Tabular Excavations After Blasting

This study Investigates transient closure piles of tabular excavations. Measured closure profiles in stopes indicate that time-dependent acts f the rockmass can be very prominent but such effects have been largely neglected in past analyses and modelling. This was due to a poor understanding of the time-dependent mechanisms controlling closure rates This paper investigates the feas-ibility of representing the rockmass as a visco-elastic medium. Currently, no analytical solution for the viscoelastic convergence of a tabular stope is available in the literature. Therefore, the author derived a solution using the correspondence principle and a known elastic solution. It is assumed that the rockmass behaves elastically in hydrostatic compression and as a Kelvin substance in distortion A parametric study is Included to aid in the calibration of the model parameters, together with a discussion on the correct calibration of these parameters from experimental data.