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INVESTIGATING CYCLIC BEHAVIOR OF FINE-GRAINED SOILS USING DIRECT SIMPLE SHEAR TESTS: INFLUENCE OF PLASTICITY AND LOADING CONDITIONS
transitional fine-grained soils, cyclic softening, constant volume direct simple shear, probabilistic multivariate regression, arbis subjects::engineering and technology::civil engineering, arbis subjects::engineering and technology::civil engineering::geotechnical, arbis subjects::engineering and technology::civil engineering::geotechnical::soil dynamics
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