For the bore log provided in Figure $5,$ identify the soil layers that are susceptible to liquefaction

during an earthquake and provide suitable justification. State the soil layers which will

experience primary consolidation settlement along with justification. Calculate the corrected

SPT blow count, considering all relevant corrections. The ground water table was found to be

at a depth of $5$ feet below the ground surface. An automatic standard hammer with $80\%$

efficiency was used for performing SPT using a standard split spoon sampler. Assume the

average bulk density of soil layers as $1\mathrm{.}8\frac{g}{c}c$ and $1\mathrm{.}9g\frac{m}{c}c,$ above and below the water table,

respectively. $1ft=0\mathrm{.}3048m$ and $1kg\frac{f}{c}{m}^2=98\mathrm{.}06$kPa.