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 ]
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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