Tri-axial Test SIT Q. A consolidated drained tri-axial test was conducted on a normally consolidated cla The results were as follows: Chamber confining pressure = 300 kPa Deviator stress = 400 kPa a. Compute the angle of friction of the clay sample. b. Compute the shear stress on the failure plane. c. Compute the effective normal stress on the plane of maximum shear.
Tri-axial Test SIT Q. A consolidated drained tri-axial test was conducted on a normally consolidated cla The results were as follows: Chamber confining pressure = 300 kPa Deviator stress = 400 kPa a. Compute the angle of friction of the clay sample. b. Compute the shear stress on the failure plane. c. Compute the effective normal stress on the plane of maximum shear.
Chapter2: Loads On Structures
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![+ Tri-axial Test
SIT Q. A consolidated drained tri-axial test was conducted on a normally consolidated clay
The results were as follows:
Chamber confining pressure = 300 kPa
Deviator stress = 400 kPa
a. Compute the angle of friction of the clay sample.
b. Compute the shear stress on the failure plane.
c. Compute the effective normal stress on the plane of maximum shear.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F33b55701-1ba8-4b89-adad-f09efb4d4391%2F64cadef8-a6bf-43df-ab8f-e89344a0c4cb%2Fvhp62i_processed.png&w=3840&q=75)
Transcribed Image Text:+ Tri-axial Test
SIT Q. A consolidated drained tri-axial test was conducted on a normally consolidated clay
The results were as follows:
Chamber confining pressure = 300 kPa
Deviator stress = 400 kPa
a. Compute the angle of friction of the clay sample.
b. Compute the shear stress on the failure plane.
c. Compute the effective normal stress on the plane of maximum shear.
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