Figure:Clay:A $=2$ mB $=4$ mC$=6$ m $=85$ kN$/$m$2$G$,=2\mathrm{.}74$e $=0\mathrm{.}98$Pc $=150$ kN$/$m$?$C$=0\mathrm{.}396$C$,=0\mathrm{.}066$Sand:Gs $=2\mathrm{.}66$e $=0\mathrm{.}6525.$ What is the initial overburden pressure in the middle of the clay layer? $(96\mathrm{.}970$ kPa$)26.$ Estimate the consolidation settlement in the cla$(139$ mm$)$