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

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Chapter2: Loads On Structures
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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'=0, 0'=32°
Y= 122 lb/ft
13ft
2ft
4ft
6 ft
c'=0, 0'= 38°
7=128 lb/t3
Transcribed Image Text: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'=0, 0'=32° Y= 122 lb/ft 13ft 2ft 4ft 6 ft c'=0, 0'= 38° 7=128 lb/t3
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