A soil undergoes friaxial compression with a radial stress of 200 kPa and a deviator stress of325 kPa. Calculate p' and q' using both the British system and the MIT/Lambe system. DrawMohr Circles that show both system state of stress on the sample.

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Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter12: Subsurface Exploration

Section: Chapter Questions

Problem 12.13P

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The following data are from a direct shear test on an undisturbed soil sample. Represent the data by a Mohr Circle and compute the minor principal stress. Normal pressure = 16.2 kN/m2; Tangential pressure = 14.4 kN/m2, Angle of internal friction = 24°; c = 7.2 kN/m2. Show diagram. Note: the answer must be in the choices a. 26.25 b. 38.77 c. 57 d. 6.77
The following data are from a direct shear test on an undisturbed soil sample. Represent the data by a Mohr Circle and compute the major principal stress. Normal pressure = 16.2 kN/m2; Tangential pressure = 14.4 kN/m2, Angle of internal friction = 24°; c= 7.2 kN/m2. a. 6.77 b. 38.77 c. 26.25 d 57
The following data are from a direct shear test on an undisturbed soil sample. Represent the data by a Mohr Circle and compute the minor principal stress. Normal pressure = 16.2 kN/m2; Tangential pressure = 14.4 kN/m2, Angle of internal friction = 24°; c = 7.2 kN/m2 a. 57 b. 67 c. 6.77 d. 26.25 e. 38.77
The following data are from a direct shear test on an undisturbed soil sample. Represent the data by a Mohr Circle and compute the minor principal stress. Normal pressure = 16.2 kN/m2; Tangential pressure = 14.4 kN/m2, Angle of internal friction = 24°; c = 7.2 kN/m2 a. 38.77 b. 57 c. 6.77 d. 26.25
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A soil undergoes friaxial compression with a radial stress of 200 kPa and a deviator stress of 325 kPa. Calculate p' and q' using both the British system and the MIT/Lambe system. Draw Mohr Circles that show both system state of stress on the sample.