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Frontiers of Structural and Civil Engineering >> 2011, Volume 5, Issue 2 doi: 10.1007/s11709-011-0102-1
Simulation of viscoelastic behavior of defected rock by using numerical manifold method
1. School of Civil and Environmental Engineering, Nanyang Technological University, Singapore 639798, Singapore; 2. School of Civil and Resource Engineering, The University of Western Australia, Crawley, WA 6009, Australia
Abstract
Keywords
stress wave propagation ; defected rock ; numerical manifold method ; viscoelastic behavior ; storage modulus ; loss modulus
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