ql $=500$ pounds per square foot, q$2=300$ pounds per square foot, DI$=10$ feet, D$2=20$ feet. All dimensions are infeet. Groundwater table is at the top of layer II$\mathrm{.}1.$ Calculate the total primary consolidation settlement under the following points: D$,$ E $(10$ points each$)\mathrm{.}2.$ Calculate the total primary consolidation settlement under point D after $1$ year $(10$ points$).$

Cc$=0\mathrm{.}3$

Cs$=0\mathrm{.}1$

Cv $($in$2/$sec$)=0\mathrm{.}0005$

eo$=1\mathrm{.}0$

gamma $($pcf$)$ in layer $1($sand$)=120$; in layer $2($normally$-$consolidated clay$)=100$; in layer $3($sand$)=140$

gamma sat $($pcf$)$ in layer $1($sand$)=150$; in layer $2($normally$-$consolidated clay$)=130$; in layer $3($sand$)=160$