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) Steel(N/Sq.mm) Main rod dia- Stem(mm) Main rod dia-Heel(mm) Main rod dia- Toe(mm) Main rod dia- Counterfort(mm) Distributor/Strirrups-dia(mm)
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