Unit weight of soil =17 kn/m3 & its Angle of repose is 30. SBC of the foundation soil=220 kn/m3 and coefficient of friction between soil & concrete is 0.60. Grade of concrete is M20 and steel is Fe415.Design retaining wall and show all stability checks. Draw reinforcement details of toe and stem with curtailment of reinforcements.
Civil Eng > Sem 8 > Design and Drawing of Reinforced Concrete structure