PROBLEM $2$: A SQUARE footing with width $B$ is located at a depth Df on sand with a specific weight of

$u$ and a constant bearing capacity q$\_$c for the entire stratum. The pressure applied at the level of excavation is $\frac{?}{\text{b}\text{a}\text{r}}(q)$ and the depth of the solid stratum is very large, that is $H=.$ Assuming a period of $T,$ what would be the estimated settlement? Use Eq$.(17\mathrm{.}21)$

$\backslash$table$[[$B $($m$),$Df $($m$),\backslash$table$[[$V $($kN$/],[($:$m^3\}$