You are asked to predict the expected load and settlement of the footing. The footing is $3$ x $3$ m Enclosed is the result of field investigation performed on a footing in Texas, which was

subsequently load tested. The in$-$situ data includes SPT$,$ and the laboratory data includes soil

classification.

You are asked to predict the expected load and settlement of the footing. The footing is $33m$

wide, $1\mathrm{.}22$ m thick, and embedded $0\mathrm{.}76$ m $.$ Of interest are required load $($ kN $)$ to generate $25$ mm

and $150$ mm of settlement.

You should predict the required loads to generate $25$ mm and $150$ mm of settlement of the

footing using both D'Appolonia and Burland methods, and plot both results $($load vs settlement$).$

FIGURE $4$

General Sail Layering BORIMG $206$

FIGURE $7$

SPT$-3$

wide, $1\mathrm{.}22$ m thick, and embedded $0\mathrm{.}76$ m$.$ Of interest are required load $($kN$)$ to generate $25$ mm

and $150$ mm of settlement.

You should predict the required loads to generate $25$ mm and $150$ mm of settlement of the

footing using both D'Appolonia and Burland methods, and plot both results $($load vs settlement$)$Enclosed is the result of field investigation performed on a footing in Texas, which was

subsequently load tested. The in$-$situ data includes SPT$,$ and the laboratory data includes soil

classification.

You are asked to predict the expected load and settlement of the footing. The footing is $33m$

wide, $1\mathrm{.}22$ m thick, and embedded $0\mathrm{.}76$ m $.$ Of interest are required load $($ kN $)$ to generate $25$ mm

and $150$ mm of settlement.

You should predict the required loads to generate $25$ mm and $150$ mm of settlement of the

footing using both D'Appolonia and Burland methods, and plot both results $($load vs settlement$).$

FIGURE $4$

General Sail LayeringFIGURE $7$

SPT$-3$