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Compaction and liquefaction of a sandy layer: simulation of shaking table experiments

Sawicki A., Świdziński W.

Archives of Civil Engineering

2013

Vol. 59, nr 4

509--521

This paper presents numerical simulations of the behavior of a sandy layer subjected to a cyclic horizontal acceleration in shaking table tests, with a particular attention focused on the settlements of a dry sand layer, and on the liquefaction of saturated sand. A compaction/liquefaction model (C/L) is applied to these simulations. The influence of specific parameters of the model on the compaction and liquefaction of a sandy layer is shown and discussed. The results of simulations are compared with selected experimental data.