Cyclic macro-element for soil-structure interaction: material and geometrical non-linearities

This paper presents a non-linear soil-structure interaction (SSI) macro-ele ment for shallow foundation on cohesive soil. The element describes the beh aviour in the near field of the foundation under cyclic loading, reproducin g the material non-linearities of the soil under the foundation (yielding) as well as the geometrical non-linearities (uplift) at the soil-structure i nterface. The overall behaviour in the soil and at the interface is reduced to its action on the foundation. The macro-element consists of a non-linea r joint element, expressed in generalised variables, i.e. in forces applied to the foundation and in the corresponding displacements. Failure is descr ibed by the interaction diagram of the ultimate bearing capacity of the fou ndation under combined loads. Mechanisms of yielding and uplift are modelle d through a global, coupled plasticity-uplift model. The cyclic model is dedicated to modelling the dynamic response of structur es subjected to seismic action. Thus, it is especially suited to combined l oading developed during this kind of motion. Comparisons of cyclic results obtained from the macro-element and from a FE modelization are shown in ord er to demonstrate the relevance of the proposed model and its predictive ab ility. Copyright (C) 2001 John Wiley & Sons, Ltd.