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Strains in Sand Due to Cyclic Loading in Triaxial Conditions

Sawicki A., Mierczyński J., Świdziński W.

Archives of Hydro-Engineering and Environmental Mechanics

2009

Vol. 56, nr 1-2

85-98

The experimental results dealing with the cyclic loading of sand samples in triaxial conditions are presented. These results show the development of both the volumetric and deviatoric permanent strains due to a large number of loading cycles. The analysis of experimental data has led to the formulation of semi-empirical constitutive equations, expressed in the incremental form, for these strains as functions of the cyclic shear stress amplitude, number of loading cycles and the initial stress state, around which the cyclic shearing takes place.