Q$3$: A foundation is $3\mathrm{.}253\mathrm{.}25m$ is to be constructed at a depth of $1\mathrm{.}2m$ in a deep

sand deposit, the water table being $3\mathrm{.}0m$ below the surface. The following

values of standard penetration resistance were determined at the location:

If the settlement is not to exceed $35mm,$ determine the allowable bearing

capacity according to the following design procedures: $($a$)$ Meyerhof and $($b$)$

Burland and Burbidge.

Assume missing Data