Deformation behavior of anisotropically overconsolidated clay under one-way cyclic loading
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DOI: 10.1016/j.soildyn.2019.105943
Abstract: Abstract The consolidation state imposes great influences on the clay responses to subsequent cyclic loadings. So far most laboratory cyclic tests on clays focused on the isotropically or K0 consolidated conditions, while few considered the… read more here.
Keywords: anisotropically overconsolidated; ratio; deformation; cyclic stress ... See more keywords