8.0 m 5.0 m 1.1 m A Z Sandy Silt, ML y = 17 kN/m³ y = 17.5kN/m³ c' = 10 kPa p' = 28° K = 0.54

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Stresses In A Soil Mass
Section: Chapter Questions
Problem 8.14P
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A soil profile is shown in Figure ?-?. Compute the shear strength on the horizontal 
plane at point ?, and on the vertical plane at point ?. 

3.0 m
5.0 m
1.1 m
0.1 m
A
B
!
Sandy
Silt, ML
Medium
Sand, SW
y = 17 kN/m³
y = 17.5 kN/m³
c' = 10 kPa
p' = 28°
K = 0.54
18.0 kN/m³
c²
² = 37°
K = 0.8
= =.0
Transcribed Image Text:3.0 m 5.0 m 1.1 m 0.1 m A B ! Sandy Silt, ML Medium Sand, SW y = 17 kN/m³ y = 17.5 kN/m³ c' = 10 kPa p' = 28° K = 0.54 18.0 kN/m³ c² ² = 37° K = 0.8 = =.0
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