Consider the soil profile shown in Figure 11.47 subjected to the uniformly distributed load, \Delta \sigmaÎÏ, on the ground surface. Given: \Delta \sigma =930\mathrm{lb}/{\mathrm{ft}}^{2}ÎÏ=930lb/ft 2 , {H}_{1}=4.5\mathrm{ft}H 1â =4.5ft, {H}_{2}=9\mathrm{ft}H 2â =9ft, and {H}_{3}=16\mathrm{ft}H 3â =16ft. Soil characteristics areSand: {\gamma }_{d}=112\mathrm{lb}/{\mathrm{ft}}^{3}γ dâ =112lb/ft 3 ; {\gamma }_{\mathrm{sat}}=123\mathrm{lb}/{\mathrm{ft}}^{3}γ satâ =123lb/ft 3 Clay: {\gamma }_{\mathrm{sat}}=119\mathrm{lb}/{\mathrm{ft}}^{3}γ satâ =119lb/ft 3 ; \mathit{LL}=46LL=46; e=0.71e=0.71; {C}_{s}={\displaystyle \frac{1}{5}}{C}_{c}C sâ = 51â C câ Estimate the primary consolidation settlement of the clay if The clay is normally consolidated
