Problem $2$

A $6\mathrm{.}0ft12\mathrm{.}0ft$ flexible foundation is placed on a granular soil with $D_f=0.$ The foundation applies a pressure $q_0=2\mathrm{.}4ki\frac{p}{f}{t}^2.$ Assuming the soil mass to be infinitely thick, with $E_s=300ki\frac{p}{f}{t}^2$ and $=0\mathrm{.}1,$ determine the expected settlement beneath the center of the foundation.

Problem $3$

Redo Problem $2$ with $D_f=3\mathrm{.}0ft.$