a. Maximum and minimum principal stresses b. Normal and shear stresses on the plane AB 100 kN/m² 400 Ib/ft 45 kN/m? 45 kN/m? - 60 kN/m² 750 Ib/ 300 Ib/ft 45° Figure 10.30 Figure 10.31

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 8.10P: The soil profile at a site consists of 10 m of gravelly sand underlain by a soft clay layer. The...
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For the following soil element, determine the following:
a. Maximum and minimum principal stresses
b. Normal and shear stresses on the plane AB
100 kN/m?
400 Ib/ft?
+ 45 kN/m?
300 Ib/ft?
B
30
45 kN/m?
60 kN/m?
750 lb/ft?
B
300 Ib/ft
45
to
Figure 10.30
Figure 10.31
80 kN/m2
125 Ib/ft?
30 kN/m?
55 Ib/f?
A
B
20°
30 kN/m?
150 kN/m2
B
300 Ib/n2
50°
55 Ib/ft?
to
Figure 10.32
Figure 10.33
Transcribed Image Text:For the following soil element, determine the following: a. Maximum and minimum principal stresses b. Normal and shear stresses on the plane AB 100 kN/m? 400 Ib/ft? + 45 kN/m? 300 Ib/ft? B 30 45 kN/m? 60 kN/m? 750 lb/ft? B 300 Ib/ft 45 to Figure 10.30 Figure 10.31 80 kN/m2 125 Ib/ft? 30 kN/m? 55 Ib/f? A B 20° 30 kN/m? 150 kN/m2 B 300 Ib/n2 50° 55 Ib/ft? to Figure 10.32 Figure 10.33
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