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Post-cyclic simple shear responses of soft clay under equivalent sequential seismic loading with various degrees of reconsolidation
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DOI：10.1016/j.soildyn.2026.110466.png)
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Abstract
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• Sequential earthquake was simulated by seismic shear stress and reconsolidation stage. • Effect of reconsolidation degree on post-cyclic shear behavior of soft clay was studied. • Relationship between cyclic and post-cyclic shear behaviors of soft clay was analyzed. • A prediction model for post-cyclic monotonic shear strength of soft clay was proposed.
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