Settlement of spread footing foundation under loads

If we have two spread footing foundation (Isolated Pads) of square sizes

(1m x 1m) and (2m x 2m),with axial loads ; (10t) and (40t) respectively, by assuming the soil features and specification for the two pads ,is the same ,

So which of them will settled more or the settlement will be equal for both? and why?

With B.R.