Cohesionless soil Unit weight = y (or density = p) c' = 0 H 8' (angle of wall friction) B. Flgure 13.39

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Chapter12: Lateral Earth Pressure
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Please answer 13.23

Cohesionless soil
Unit weight = y (or density = p)
c' = 0
H1
H
8' (angle of wall friction)
B.
Figure 13.39
Transcribed Image Text:Cohesionless soil Unit weight = y (or density = p) c' = 0 H1 H 8' (angle of wall friction) B. Figure 13.39
13.23 Referring to Figure 13.39, determine Coulomb's active force, P, per unit length of
the wall for the following cases. Use Culmann's graphic construction procedure.
a. H = 4.57 m, B = 85°, n = 1, H, = 6.1 m, y = 20.12 kN/m?, o' = 38°, 8' = 20°
= 30°
b. H = 5.5 m, B = 80°, n = 1, H, = 6.5 m, p = 1680 kg/m?, o' = 30°, 8'
Transcribed Image Text:13.23 Referring to Figure 13.39, determine Coulomb's active force, P, per unit length of the wall for the following cases. Use Culmann's graphic construction procedure. a. H = 4.57 m, B = 85°, n = 1, H, = 6.1 m, y = 20.12 kN/m?, o' = 38°, 8' = 20° = 30° b. H = 5.5 m, B = 80°, n = 1, H, = 6.5 m, p = 1680 kg/m?, o' = 30°, 8'
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