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This document discusses soil liquefaction and the effects of varying fines content and plasticity on the liquefaction resistance of sandy soils. It summarizes a research study that included cyclic triaxial tests on two sands with different quantities of plastic and non-plastic fines. The study examined how fines content and plasticity impact pore pressure generation and the applicability of plasticity-based liquefaction criteria. It aimed to clarify the contradictory evidence in existing literature on how a

Author

Anuvind JP

Language

EN