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Carry out the complete design of a cantilever retaining wall to retain the levelled backfill, 5.2m above ground level.

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.

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