Data for metallic strip reinforced MSE wall stability analysis

H $($m$)=8$

b$($m$)=4\mathrm{.}8$

a$($m$)=1\mathrm{.}20$

q $($kN$/$m$^2)=120$

w $($mm$)=120$

Sv $($m$)=0\mathrm{.}6$

Sh $($m$)=1$

$1\text{'}=28$

u$\text{'}=20$

$1($KN$/$m$^3)=18$

$2\text{'}=25$

$2($KN$/$m$^3)=20$

C$\text{'}2($kpa$)=25$