𧱠Retaining Wall Cross-Section (2D) β Rankine Active Earth Pressure
Wall height H:
5.0
m
Base width B:
3.0
m
Soil friction angle Ο:
30
Β°
Soil unit weight Ξ³:
18
kN/mΒ³
Wall material density Ο
w
:
24
kN/mΒ³
Kβ = tanΒ²(45Β°βΟ/2):
β
Active thrust Pβ:
β
kN/m
Wall weight W:
β
kN/m
FS overturning:
β
β
FS sliding:
β
β
Stable:
β