UNIT VIII

F$-45$ A $3m$ by $3m$ footing transmitting a load of $2400kN$ is to be constructed on sand and no groundwater was encountered in the investigation. The depth of the footing is to be $1\mathrm{.}5m$ and the results of Standard penetration tests, corrected for overburden, are given below:

Estimate the expected settlement of the footing by each of; Peck, Teng, and Meyerhof.

$\backslash$table$[[$Depth $($m$),N(corr{)}_{?}$