${}_{\text{d}\text{e}\text{p}\text{r}\text{e}\text{m}}=0\mathrm{.}65{}_{vo}(0\mathrm{.}4S_{DS})r_d$

$C_N=9\mathrm{.}78\sqrt[\phantom{2}]{\frac{1}{{}_{vo}^{\text{'}}}}$:$,N_{1,60f}=+N_{1,60}$

$\frac{1}{2}$

$)(\%5)=(\%35$

$CR{R}_{M75}=\frac{1}{34-N_{1,60f}}+\frac{N_{1,60f}}{135}+\frac{50}{[10N_{1,60f}+45{]}^2}-\frac{1}{200}$

$r_d=1\mathrm{.}0-0\mathrm{.}00765z,z9\mathrm{.}15m$

$r_d=1\mathrm{.}174-0\mathrm{.}0267z,9\mathrm{.}15m30m$

${}_{\text{d}\text{e}\text{p}\text{r}\text{e}\text{m}}=0\mathrm{.}65{}_{vo}(0\mathrm{.}4S_{DS})r_d$

$C_N=9\mathrm{.}78\sqrt[\phantom{2}]{\frac{1}{{}_{vo}^{\text{'}}}}$:$,N_{1,60f}=+N_{1,60}$

$\frac{1}{2}$

$)(\%5)=(\%35$

$CR{R}_{M75}=\frac{1}{34-N_{1,60f}}+\frac{N_{1,60f}}{135}+\frac{50}{[10N_{1,60f}+45{]}^2}-\frac{1}{200}$

$r_d=1\mathrm{.}0-0\mathrm{.}00765z,z9\mathrm{.}15m$

$r_d=1\mathrm{.}174-0\mathrm{.}0267z,9\mathrm{.}15m30m$

Determine the liquefaction potential of the soil profile given in the below figure where max expected earthquake magnitude for the site is $7\mathrm{.}3$ and $Sds=1\mathrm{.}1.($Average clay content $=\%10,$ groundwater level is $1\mathrm{.}5m$ below ground surface; for clayey soil, ${}_{\text{s}\text{a}\text{t}}=20k\frac{N}{m^3},$ for sandy soil $$in ${}_{\text{s}\text{a}\text{t}}=17k\frac{N}{m^3}$; for dry fill ${}_{\text{s}\text{a}\text{t}}=16k\frac{N}{m^3},$ for water ${}_{\text{w}\text{a}\text{t}}=10k\frac{N}{m^3}).$

Determine the liquefaction potential of the soil profile given in the below figure where max expected earthquake magnitude for the site is $7\mathrm{.}3$ and $Sds=1\mathrm{.}1.($Average clay content $=\%10,$ groundwater level is $1\mathrm{.}5m$ below ground surface; for clayey soil, ${}_{\text{s}\text{a}\text{t}}=20k\frac{N}{m^3},$ for sandy soil $$in ${}_{\text{s}\text{a}\text{t}}=17k\frac{N}{m^3}$; for dry fill ${}_{\text{s}\text{a}\text{t}}=16k\frac{N}{m^3},$ for water ${}_{\text{w}\text{a}\text{t}}=10k\frac{N}{m^3}).$