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Grit Wall
2
Geological profile and assigned soils
Number
Layer
[m]
Assigned soil
1
15.00
Soil Sandy
Terrain profile
Terrain behind the structure is flat.
Input surface surcharges
Number
Surcharge
new
change
Action
Mag.1
[kN/m
2
]
Mag.2
[kN/m
2
]
Ord.x
x [m]
Length
l [m]
Depth
z [m]
1
YES
permanent
5.00
on terrain
Resistance on front face of the structure
Resistance on front face of the structure: passive
Soil on front face of the structure - Soil Sandy
Angle of friction struc.-soil
Soil thickness in front of structure
d
h
=
=
0.00
1.10
°
m
Terrain in front of structure is flat.
Global settings
Active earth pressure calculation - Coulomb
Passive earth pressure calculation - Coulomb
Settings of the stage of construction
Analysis carried out according to classical theory (safety factor)
Safety factor for slip
Safety factor for overturning
Factor of safety for bearing capacity
Safety factor for net stress
=
=
=
=
1.50
2.00
1.00
1.00