Abstract
A finite element solution was used to analyse a vertically vibrating footing supported on two-layered soils as well as a footing with a different depth of embedment. Variables considered were the thickness of the top layer, properties of each layer and the depth of embedment. Correction charts were then developed in comparison to a footing on the ground surface and supported by a homogeneous soil layer. The charts can provide an understanding of the effect of different parameters affecting the footing vibration behaviour and will be useful in the preliminary stage of the footing design process.