A circular load is applied at ground surface with a uniform distributed load of $2500$ psf$.$ The radius of the load is $18\mathrm{.}18$ ft$.$ The normally consolidated clay layer has a liquid limit of $55\%$ and a porosity of $\mathrm{.}86.$ Find total cosolidation at the center of the foundation. Total consolidation at the edge of the foundation. Total time it will take to settle to $90\%$ in days $2.(40$ points$)$ Given: A circular bearing load is applied at ground surface with a uniform distributed load of $\backslash (2,500\backslash$mathrm$\{$psf$\}\backslash ).$ The radius of the load if $18\mathrm{.}18-$ft$.$ The normally consolidated clay layer has a liquid limit$($LL$)$ of $\backslash (50\backslash \%\backslash )$ and a porosity $($e$)$ of $0\mathrm{.}86$

Find: a$)$ Total Consolidation at the center of the foundation in inches

b$)$ Total Consolidation at the edge of the foundation in inches

d$)$ Total time it will take to settle to $\backslash (90\backslash \%\backslash )($in days$)$