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 ]

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter12: Shear Strength Of Soil

Section: Chapter Questions

Problem 12.9P

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