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Design of Cantilever type retaining wall mainly dimensioning of retaining wall, design of stem and check...

Design of Cantilever type retaining wall mainly dimensioning of retaining wall, design of stem and check for sliding.

Cantilever retaining wall to retain earth embankment 4.4 m high above ground level

Density of earth = 18 kN/m3

The embankment is horizontal at its top.

Angle of repose of soil = 30°

Safe bearing capacity of soil = 200 kN/m2

Coefficient of friction between soil and concrete = 0.7

Characteristic strength of concrete (fck) = 35 N/mm2

Characteristic strength of steel (fyk) = 500 N/mm2

Assume cover

Engineering   Civil-Engineering   
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