Cohesionless soil Unit weight = y (or density = p) c' = 0 H 8' (angle of wall friction) B. Flgure 13.39
Cohesionless soil Unit weight = y (or density = p) c' = 0 H 8' (angle of wall friction) B. Flgure 13.39
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter12: Lateral Earth Pressure
Section: Chapter Questions
Problem 12.8P
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Question
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5f631ff8-b743-4a9d-bc17-a25a480dae63%2Fdab13f1c-b931-4d07-9f2a-4fce407909ad%2Fra6a3ge_processed.jpeg&w=3840&q=75)
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'](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5f631ff8-b743-4a9d-bc17-a25a480dae63%2Fdab13f1c-b931-4d07-9f2a-4fce407909ad%2Fvoc3r9a_processed.jpeg&w=3840&q=75)
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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