A concrete retaining wall (ye=150 lb/ft') supporting a cohesionless backfill and surcharge pressure q=250 lb/ft? is shown in the figure below. Assume that the average pore pressure along the base of the wall due to the higher pressure is 500 psf. (Yw=62.4 lb/ft³) a. Calculate the factor of safety against sliding b. Calculate the factor of safety against overturning 1ft c'=D0, '=32° =122 lb/ft 13ft 2ft: 4ft 2A 6 ft c'=0, 0'= 38° y=128 Ib/A
A concrete retaining wall (ye=150 lb/ft') supporting a cohesionless backfill and surcharge pressure q=250 lb/ft? is shown in the figure below. Assume that the average pore pressure along the base of the wall due to the higher pressure is 500 psf. (Yw=62.4 lb/ft³) a. Calculate the factor of safety against sliding b. Calculate the factor of safety against overturning 1ft c'=D0, '=32° =122 lb/ft 13ft 2ft: 4ft 2A 6 ft c'=0, 0'= 38° y=128 Ib/A
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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