The following data were tabulated for a direct shear test of a normally consolidated soil sample. Normal stress applied = 70 kPa Angle of internal friction = 28° al Compute the shearing stress in kPa. [Select] b) Find the maximum shearing stress in kPa. (Select ] CDetermine the maximum principal stress in kPa. [Select ]
The following data were tabulated for a direct shear test of a normally consolidated soil sample. Normal stress applied = 70 kPa Angle of internal friction = 28° al Compute the shearing stress in kPa. [Select] b) Find the maximum shearing stress in kPa. (Select ] CDetermine the maximum principal stress in kPa. [Select ]
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 10.7P
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