Abstract

This chapter reports postcyclic shear behavior characteristics of the MRV silt, both reconsolidated and not reconsolidated. The variation of postcyclic shear behavior of the silt with initial consolidation condition is addressed, and its postcyclic undrained monotonic shear strength is investigated for engineering applications. Additionally, the effects of plasticity and reconsolidation level on postcyclic shearing behavior are studied. The findings from the current research can advance the understanding of postcyclic undrained monotonic behavior of low-plasticity silt.

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