CANTILEVER RETAINING WALL - Analyze the Retaining wall for SAFETY with respect to Overturning, Sliding and bearing Capacity. - Permissible FS for $OT = 2.0$ - Permissible FS for Sliding $= 1.5$ - Safe Bearing Capacity= 3000 psf - Assume values of Specific Weight of Concrete (150 pcf), Soil (120 pcf)

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CANTILEVER RETAINING WALL - Analyze the Retaining wall for SAFETY with respect to Overturning, Sliding and bearing Capacity. - Permissible FS for

OT = 2.0

- Permissible FS for Sliding

= 1.5

- Safe Bearing Capacity= 3000 psf - Assume values of Specific Weight of Concrete (150 pcf), Soil (120 pcf)

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