10-16. A 1 m cube within a mass of stressed soil has a stress of 100 kPa on its top and bottom faces, 50 kPa on one pair of vertical faces, and 30 kPa on the other pair of vertical faces. There is no shear stress on any face. Fill in the numerical values for each stress and angle in the following table. (After Taylor, 1948.) a(kPa) 7(kPa) a Major principal plane: Intermediate principal plane: Minor principal plane: Plane of maximum shearing stress: Plane of maximum obliquity: Note: a is with respect to the horizontal plane.
10-16. A 1 m cube within a mass of stressed soil has a stress of 100 kPa on its top and bottom faces, 50 kPa on one pair of vertical faces, and 30 kPa on the other pair of vertical faces. There is no shear stress on any face. Fill in the numerical values for each stress and angle in the following table. (After Taylor, 1948.) a(kPa) 7(kPa) a Major principal plane: Intermediate principal plane: Minor principal plane: Plane of maximum shearing stress: Plane of maximum obliquity: Note: a is with respect to the horizontal plane.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:10-16. A 1 m cube within a mass of stressed soil has a stress of 100 kPa on
its top and bottom faces, 50 kPa on one pair of vertical faces, and
30 kPa on the other pair of vertical faces. There is no shear stress
on any face. Fill in the numerical values for each stress and angle in
the following table. (After Taylor, 1948.)
o(kPa)
7(kPa)
a
Major principal plane:
Intermediate principal plane:
Minor principal plane:
Plane of maximum shearing stress:
Plane of maximum obliquity:
Note: a is with respect to the horizontal plane.
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