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This paper investigates the shear modulus of soils under cyclic loading at small and medium strain levels. It discusses how the shear modulus, G0, depends on factors like strain level, plasticity index, and mean effective stress. At small strains (10-6), G0 is influenced by void ratio, mean effective stress, and soil type. The paper reviews existing empirical relationships between G0, void ratio, and effective stress. It proposes two unified curves to represent the lower and upper bounds of G0 for a given e

Author

Cescyle Costa

Language

EN