Dynamic characterization of fine-grained soils for the seismic microzonazion of Central Italy

An accurate measurement of dynamic soil properties is essential to predict the
nonlinear soil behavior under seismic loading conditions. This paper presents a database of
cyclic and dynamic laboratory tests carried out after the 2016-2017 Central Italy Earthquake
sequence, as part of the seismic microzonation studies in the area. The database consists of
experimental results obtained on 79 samples investigated by means of dynamic resonant
column tests, cyclic torsional shear tests or cyclic double specimen direct simple shear tests.
The dynamic soil behavior is analyzed with reference to the small-strain wave velocity and
damping ratio and to the modulus reduction and damping ratio curves. Experimental data are
compared with the most widely used predictive models to underline the peculiarities of the
investigated soils. Finally, a predictive model is calibrated to capture the nonlinear behavior
of typical fine-grained soils from Central Italy.