Determine whether a $2\mathrm{.}2$ m x $2\mathrm{.}2$ m square shallow footing located at $1$ m below the surface is satisfactory to support a dead load of $60$ kN and a live load of $40$ kN on a saturated clay, $12$ m thick, overlying bedrock. Groundwater is located at $3$ m below the finished surface but is known to seasonally rise to the surface. A sample of the clay was extracted at a depth of $1$ m$,$ the sample was sealed to prevent moisture content loss. The in situ water content was found to be $40\%.$ A one$-$dimensional consolidation test on a specimen from the center of the sample at the in situ water content gave the following results: Cc $=0\mathrm{.}32,$ Cr $=0\mathrm{.}1,$ and OCR $=2.$ A standard drained triaxial compression test was carried out on the sample and

cs was found equal to $29$o$.$ The tolerable total settlement of the footing is $25$ mm$.$ Assume the effective Poisson$$s ratio is $0\mathrm{.}35,$ and Gs $=2\mathrm{.}7.$