A $1-$meter$-$wide continuous footing is designed to support an axial column load of $250KN$ per meter of wall length. The footing is placed $0\mathrm{.}5$ meter into a soil with a cohesion of $25$Kpa and an angle of internal friction of $5$ degrees. Most nearly, what is the value of the Terzaghi's bearing Gapacity factor $N-$gamma?

Here is the link to the Handbook and it should open in a new tab

$0\mathrm{.}61$

$0\mathrm{.}40$

$0\mathrm{.}23$

$0\mathrm{.}31$