a certain soil has c'=12 kPa and O'=32°C. The major and minor total principal stresses (0,and 03) = 348 and 160 kPa, respectively, and the pore water pressure at this point is 96kPa. a) Draw the failure envelope and Mohr circle and determine if a shear failure will occur at this point in the soil. Hint: use AutoCAD or Civil 3D to draw two Mohr circles, and the envelope based on scale. b) If so, determine: the angle between the failure plane and the plane on which the major principal stress acts.

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Shear Strength Of Soil
Section: Chapter Questions
Problem 10.18P
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a certain soil has c'=12 kPa and O'=32°C. The major and minor total principal stresses
(0, and o3) = 348 and 160 kPa, respectively, and the pore water pressure at this point is 96kPa.
a) Draw the failure envelope and Mohr circle and determine if a shear failure will occur at this
point in the soil. Hint: use AutoCAD or Civil 3D to draw two Mohr circles, and the envelope
based on scale.
b) If so, determine: the angle between the failure plane and the plane on which the major principal
stress acts.
Transcribed Image Text:a certain soil has c'=12 kPa and O'=32°C. The major and minor total principal stresses (0, and o3) = 348 and 160 kPa, respectively, and the pore water pressure at this point is 96kPa. a) Draw the failure envelope and Mohr circle and determine if a shear failure will occur at this point in the soil. Hint: use AutoCAD or Civil 3D to draw two Mohr circles, and the envelope based on scale. b) If so, determine: the angle between the failure plane and the plane on which the major principal stress acts.
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