Three‐phase medium model for filled rock joint and interaction with stress waves |
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| Authors: | G W Ma J C Li J Zhao |
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| Institution: | 1. School of Civil and Resource Engineering, University of Western Australia, 35 Stirling Highway, Crawley WA6009, Australia;2. School of Civil and Environmental Engineering, Nanyang Technological University, Singapore;3. Ecole Polytechnique Federale de Lausanne (EPFL), Laboratory for Rock Mechanics (LMR), CH‐1015 Lausanne, Switzerland |
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| Abstract: | A three‐phase medium model is proposed in describing the dynamic property of filled rock joints and an analytical study on longitudinal wave transmission normally across a three‐phase rock joint is presented. Parameters in the three‐phase medium model were determined by a series of modified split Hopkinson pressure bar (SHPB) tests, where a sand or clay layer was used to represent an artificially filled rock joint. The effect of the unloading path on the transmitted wave was discussed by comparing the analytical and SHPB test results. The derived wave transmission coefficients across the filled joint agreed very well with those from the test results. Both the analytical and the test results showed that the wave transmission coefficients were affected by the mechanical properties of the fillings. Parametric studies with respect to the volume ratios of water and air in the three‐phase medium and the type of filling material have also been performed. Copyright © 2010 John Wiley & Sons, Ltd. |
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| Keywords: | three‐phase medium model filled rock joint wave propagation wave transmission loading and unloading paths |
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