FOUNDATION ENGINEERING I PROJECT

Question: Find the carring capacitwand width of individual foundations huilt on a clavey soil.

Erating depth $(D)=50cm$

Sandy Clay $($Natural Soi$)$

$C\frac{c}{1}+e_0=0\mathrm{.}070$

$c_T=120$kPa

Cr $\frac{?}{1}+e_0=0\mathrm{.}025$

${}_T=0$

$Y=18\mathrm{.}5k\frac{N}{m}3$

${}_m=90$kPa

Groundwater is at a great depth.

$*$columa width $c=40cm$

Factor of safty is $3$