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This study investigates the monotonic and cyclic shear response of gravel-sand mixtures using a large-scale Cyclic Simple Shear device. Results indicate that an optimal mixture percentage exists for maximum shear strength and liquefaction resistance, with findings suggesting the need for improved liquefaction evaluation charts for gravelly soils. The research highlights the effects of particle angularity, cyclic stress ratio, and initial vertical stress on the shear response of these mixtures during seismic

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