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Factor of Safety for Cantelevered Pile Retaining Walls

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Is it necessary/required to apply a factor of safety of 1.5 to the sliding
and overturning resistance for a retaining wall system composed of
cantilevered piles with a wall spanning between the piles or cantilevering
off of a grade beam on top of the piles.

TIA

Oshin Tosounian, S.E.