Retaining wall (Counter Fort)
Thickness of Stem(mm)-Assume
Thickness of Counterfort(mm)-Assume
Height of Stem(mm)above GL
Weight of Soil(kN/CuM)
Super imposed Load(kN/SqM)
Bearing Capacity(kN/SqM)
Angle of Repose(ϴ)
Surcharge Angle(ϴ)
Friction bet Soil-Conc
Concrete(N/Sq.mm)
M-15
M-20
M-25
M-30
M-35
M-40
M-45
M-50
Steel(N/Sq.mm)
Fe-250
Fe-415
Fe-500
Main rod dia- Stem(mm)
10
12
16
20
22
25
30
Main rod dia-Heel(mm)
10
12
16
20
22
25
30
Main rod dia- Toe(mm)
10
12
16
20
22
25
30
Main rod dia- Counterfort(mm)
10
12
16
20
22
25
30
Distributor/Strirrups-dia(mm)
6
8
10
12
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