$**G_S(A,B,C)=2\mathrm{.}69,$ B$=1\mathrm{.}35$m$,$ D$\_$f$=1$m$,$ H$=8\mathrm{.}5$m$,$ Depth to ground water level$=1$m$.$ Between $0-1$m$,$ e$=0\mathrm{.}7,$ Friction angle$=34,$ saturated unit weight$=19\mathrm{.}5$ kN$/$m$3.$ Between $1-5$m$,$ e$=0\mathrm{.}68,$ friction angle$=35,$ saturated unit weight$=19\mathrm{.}7$kN$/$m$3.$ Between $5-10$m$,$ e$=0\mathrm{.}64,$ friction angle $=36,$ saturated unit weight$=19\mathrm{.}9$kN$.$m$3.$

$1$a$)$ Given $\frac{L}{B}=3,FS=3,{}_{\text{t}\text{r}\text{i}}^{\text{'}}=35$

$N_C=?$

$N_q=?$

$q_s(kPa)=$

$N_{}=?$

$q_{\text{u}\text{l}\text{t}}(kPa)=?$

$d_q=?$

$d=?$

$Q_{a11}(kN)=?$

$1$b$.)$ Q$1$a$.$ but GW level is at the ground level:

$q_s(kPa)=$

$q_{\text{u}\text{l}\text{t}}(kPa)=$

$1$c$.)$ Q$1$a$.$ but the groundwater level is $1m$ ABOVE ground surface:

$q_s(KPa)=?$

$q_{\text{u}\text{l}\text{t}}(KPa)=$

$1$d$.)$ Q$1$a$.$ but $e_B(m)=0\mathrm{.}104$ & e$\_L(m)=0\mathrm{.}078$

$Q_{\text{u}\text{l}\text{t}}(KN)=?$

Min$(contact$ stress kPa $\frac{?}{?}PkN)=?$

Max $=?$