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Consolidation analysis using a finite element formulation based on Biot's consolidation theory has been used to study the time-dependent behaviour of a frame structure resting on a soft clay layer. The effect of soil consolidation on the entire interactive behaviour of a frame-soil mass system is considered. Time history of axial forces and bending moments of the structural elements (beams and columns) are compared with those of time-independent analysis. It is shown that, in some elements, the maximum forces in the frame occur during consolidation and that checking the final forces in the frame by time-independent conventional frame analysis may not be sufficient.

Calcul global en éléments finis d’un portique tridimensionnel fondé sur un massif d’argile