Question: A reinforced concrete cantilever retaining wall is supporting a backfill of height 4.8m above ground.

Take density of soil =18 kn/m3. Angle of repose=30. SBC of soil=150 kn/m3 and coefficient of friction between concrete and soil=0.40. Grade of concrete is M20 and steel is Fe415.

a) Design retaining wall and show all stability checks.

b) Draw reinforcement details of toe and stem with curtailment of reinforcements.

Civil Eng > Sem 8 > Design and Drawing of Reinforced Concrete structure

ddrcs mumbai university • 94 views
written 10 months ago by gravatar for tanya.tanyabarnwal tanya.tanyabarnwal0
Please log in to add an answer.