The building will be constructed on clay soil with total thickness $)=(8(m).$ The soil in the field will have one way drainaf to the concrete cover. The modulus of elasticity is $E=200000$kPa. The depth of square footing is $D_{?}=1\mathrm{.}5m.$ the dimensi the footing is $55.$ The foot will carry concentrated load is of $2000kN.$ The odometer test has been conducted and gives result shown in the figure below. If you know that $,$ and the final thickness when the load is changed $200$kPa to $400$kPa$=19\mathrm{.}01mm).$

calculate

The percent of initial compression is

The percent of primary consolidation is

The percent of secondary consolidation is

If the time required to $50\%$ consolidation is $12$min, calculate the coefficient of consolidation CV

Calculate the coefficient of volume compressibility $mv(\frac{m^2}{m}N)$

Calculate the coefficient of permeability $K(\frac{m}{sec})$

Calculate the settlement due to consolidation $($use $4$ layer$)(mm)$

What is the time that required to $90\%$ consolidation to occur