Calculate the maximum differential settlement under the foundation indicated in the diagram a to follow, due to the densification of the clay layer. Determine the addition of pressure due to overload using the Steinbrenner method. Consider the rate load p indicates the effect of the expected excavation. CLAY LAYER DATA: e$0=0\mathrm{.}6$; CC $=0\mathrm{.}3$; sat $=2\mathrm{.}0$ tf$/$m$3$

Answer should be $0\mathrm{.}95$ cm