Elastic-slip interface effect on dynamic stress around twin tunnels in soil medium subjected to blast waves
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DOI: 10.1016/j.compgeo.2019.103301
Abstract: Abstract Blasting excavation of deep-buried structures is a complex dynamic process which can cause blast loading and insitu stress redistribution. An elastic-slip interface model is introduced to analyze the dynamic response of twin tunnels subjected… read more here.
Keywords: dynamic stress; elastic slip; stress; interface ... See more keywords