A road will be built on the soil profile shown in the figure. For both clay layers c$\_($v$)=0\mathrm{.}225($m$^(2))/($y$)$il$.$

q$=45$kPa

a$)$ Clay layers at the end of $4$ years

total pore water pressure at the center

Determine

b$)$ Consolidation test performed

resulting volumetric compression

coefficients are as given in the table,

total settlement as a result of loading

Calculate

c$)$ Amount of seating at the end of $5$ years

Calculate