Assessment of dynamic stability of foundations on saturated sandy soils

This paper deals with the dynamic analysis of foundations in saturated soils. In the first part, a mathematical formulation is briefly outlined in which soil is considered as a two-phase medium comprising the soil skeleton and voids filled with a viscous fluid. Such formulation is suitable for describing a solid-fluid transition associated with the Liquefaction phenomenon. Subsequently, the notion of dynamic stability is reviewed and a simple criterion is introduced, leading to the definition of a stability factor. The mathematical framework is illustrated by a numerical example involving a foundation subjected to seismic excitation. The effect of viscosity of Liquefied material on the stability of the system is examined.