Seismic response and damage of underground subway station in a slightly sloping liquefiable site
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DOI: 10.1007/s10518-019-00705-1
Abstract: Sand liquefaction-induced lateral flow has caused the destruction of a large number of buildings. In this work, an overall time-history numerical simulation is conducted to study the nonlinear dynamic interaction of soil with an underground… read more here.
Keywords: subway station; slightly sloping; underground structure; damage underground ... See more keywords