A footing $1\mathrm{.}8$ m x $2\mathrm{.}5$ m is located on the ground surface of a deep deposit of a

saturated clay with gsat$=20$ kN$/$m$3.$ The undrained strength parameters are cu$=50$ kPa, f$=0\backslash$deg and the

drained strength parameters are f$=32\backslash$deg $,$ c$=30$ kPa. Determine the ultimate bearing capacity for the

short$-$term and long$-$term conditions. Which condition $($short$-$term or long$-$term$)$ governs the

design in this case? Is the clay more likely to be normally consolidated or overconsolidated? Why?