1) What are the two sources to soil shear strength? 2) Why can't a Mohr circle ever cross the Mohr-Coulomb failure envelope? What happens once a point on the circle touches the envelope? How does the point of tangency where the Mohr circle touches the failure envelope relate to the orientation of the failure plane in the soil? 3) What are some advantages and disadvantages of the direct shear test? 4) What does it mean for a shear test to be a "drained" shear test? How do you think this would differ from an "undrained" shear test?
1) What are the two sources to soil shear strength? 2) Why can't a Mohr circle ever cross the Mohr-Coulomb failure envelope? What happens once a point on the circle touches the envelope? How does the point of tangency where the Mohr circle touches the failure envelope relate to the orientation of the failure plane in the soil? 3) What are some advantages and disadvantages of the direct shear test? 4) What does it mean for a shear test to be a "drained" shear test? How do you think this would differ from an "undrained" shear test?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
1) What are the two sources to soil shear strength?
2) Why can't a Mohr circle ever cross the Mohr-Coulomb failure envelope? What happens once a
point on the circle touches the envelope? How does the point of tangency where the Mohr circle
touches the failure envelope relate to the orientation of the failure plane in the soil?
3) What are some advantages and disadvantages of the direct shear test?
4) What does it mean for a shear test to be a "drained" shear test? How do you think this would
differ from an "undrained" shear test?
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