A soil profile is shown in Figure Q-b. Compute the shear strength on the horizontal and vertical planes at points A and B.

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
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Problem 6.11P
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b. A soil profile is shown in Figure Q-b. Compute the shear strength on the horizontal
and vertical planes at points A and B.
y = 17 kN/m3
3.0 m
Sandy
Silt, ML
Y = 17.5kN/m³
c' = 10 kPa
o' = 28°
K = 0.54
1.1 m
5.0 m
y = 18.0kN/m³
c=0
o' = 37°
K = 0.8
B.
0.1 m
Medium
Sand, SW
: Figure Q-b
Transcribed Image Text:b. A soil profile is shown in Figure Q-b. Compute the shear strength on the horizontal and vertical planes at points A and B. y = 17 kN/m3 3.0 m Sandy Silt, ML Y = 17.5kN/m³ c' = 10 kPa o' = 28° K = 0.54 1.1 m 5.0 m y = 18.0kN/m³ c=0 o' = 37° K = 0.8 B. 0.1 m Medium Sand, SW : Figure Q-b
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