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In a tri -axial test of a normally consolidated clayey soil, cohesion and angle of internal friction were found to be 31kPa and 28° respectively. The maximum shear stress is 65 kPa. 12. Find the confining pressure. a. 15.15 kPa C. 39.30 kPa b. 46.35 kPa d. 26.31 kPa 13. Compute the principal stress. a. 135.15 kPa C. 125.15 kPa 14. Compute the normal stress at failure. a. 20.41 kPa с. 69.41 КРа b. 145.15 kPa d. 195.15 kPa b. 21.72 kPa d. 49.63 kPa OF Rcos y F Tmax = 65 0= 28° C=31 A R R ДР Omax MOHR' CIRCLE B.

In a tri -axial test of a normally consolidated clayey soil, cohesion and angle of internal friction were found to be 31kPa and 28° respectively. The maximum shear stress is 65 kPa. 12. Find the confining pressure. a. 15.15 kPa C. 39.30 kPa b. 46.35 kPa d. 26.31 kPa 13. Compute the principal stress. a. 135.15 kPa C. 125.15 kPa 14. Compute the normal stress at failure. a. 20.41 kPa с. 69.41 КРа b. 145.15 kPa d. 195.15 kPa b. 21.72 kPa d. 49.63 kPa OF Rcos y F Tmax = 65 0= 28° C=31 A R R ДР Omax MOHR' CIRCLE B.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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SHEAR STRENGTH OF SOIL SITUATION 4: In a tri -axial test of a normally consolidated clayey soil, cohesion and angle of internal friction were found to be 31kPa and 28° respectively. The maximum shear stress is 65 kPa. 12. Find the confining pressure. а. 15.15 КРа с. 39.30 КРа b. 46.35 kPa d. 26.31 kPa 13. Compute the principal stress. а. 135.15 КРа с. 125.15 КPa 14. Compute the normal stress at failure. a. 20.41 kPa c. 69.41 kPa b. 145.15 kPa d. 195.15 kPa b. 21.72 kPa d. 49.63 kPa OF Rcos y F Tmex = 65 0= 28° C=31 A E| X R AP Omax MOHR' CIRCLE
Transcribed Image Text:SHEAR STRENGTH OF SOIL SITUATION 4: In a tri -axial test of a normally consolidated clayey soil, cohesion and angle of internal friction were found to be 31kPa and 28° respectively. The maximum shear stress is 65 kPa. 12. Find the confining pressure. а. 15.15 КРа с. 39.30 КРа b. 46.35 kPa d. 26.31 kPa 13. Compute the principal stress. а. 135.15 КРа с. 125.15 КPa 14. Compute the normal stress at failure. a. 20.41 kPa c. 69.41 kPa b. 145.15 kPa d. 195.15 kPa b. 21.72 kPa d. 49.63 kPa OF Rcos y F Tmex = 65 0= 28° C=31 A E| X R AP Omax MOHR' CIRCLE
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