Shear Modulus Reduction and Damping Ratio Curves for Earth Core Materials of Dams

Abstract

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 it has been limited for earth core materials of dams. This study conducted resonant column tests to obtain G/Gmax and damping ratio (D) curves for 31 specimens (17 undisturbed and 14 remolded specimens) from 13 earth cored embankment dams. Empirical G/Gmax and D curves are proposed for dynamic properties of clayey earth core materials. Fitting curves are provided by using the functional forms of Ramberg-Osgood and Darendeli models. The observation shows that the undisturbed earth cores yield relatively higher G/Gmax and lower D curves than the remolded cores. G/Gmax 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 clea...