Shear modulus reduction and damping ratio curves for earth core materials of dams

It is essential to obtain shear modulus reduction and damping ratio curves to perform dynamic analyses of earth-cored embankment dams. Many studies have been performed for dynamic properties of clayey soils, but they have been limited for earth core materials of dams. This study conducted resonant column tests to obtain shear modulus reduction (G/G _max ) and damping ratio (D) curves for 31 specimens (17 undisturbed and 14 remolded specimens) from 13 earth-cored embankment dams. Empirical G/G _max and D curves are proposed for dynamic properties of clayey earth core materials. Fitting curves are provided by using the functional forms of the Ramberg–Osgood and Darendeli models. The observation shows that the undisturbed earth cores yield relatively higher G/G _max and lower D curves than the remolded cores. G/G _max curves of compacted earth cores are relatively higher than those of Vucetic and Dobry curves for a similar level of plasticity index. Uncertainty and bias are calculated by performing residual analysis, which shows that there is no clear bias in predicting G/G _max and the uncertainties between undisturbed earth core materials and natural deposits are at a similar level. A proposed empirical relationship of G/G _max and D curves for earth core materials can be utilized for dynamic analyses of embankment dams for cases where there is insufficient in situ data.