4. Four direct shear tests were performed in a 10 cm × 10 cm square shear box for soil specimens with a similar density and the following data were obtained. Determine the angle of internal friction 8 and the cohesion component, c, of the soil. Applied Vertical Force Fv (N) Measured Peak Shear Force Fh (N) 200 272 400 324 1000 487 1500 632
4. Four direct shear tests were performed in a 10 cm × 10 cm square shear box for soil specimens with a similar density and the following data were obtained. Determine the angle of internal friction 8 and the cohesion component, c, of the soil. Applied Vertical Force Fv (N) Measured Peak Shear Force Fh (N) 200 272 400 324 1000 487 1500 632
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![4. Four direct shear tests were performed in a 10 cm × 10 cm square shear box for soil specimens with a
similar density and the following data were obtained. Determine the angle of internal friction & and
the cohesion component, c, of the soil.
Applied Vertical Force Fv (N)
Measured Peak Shear Force Fh (N)
200
272
400
324
1000
487
1500
632](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa0d51f98-9a46-4c84-a193-89f68b43cf11%2F49329df8-d055-40d8-900c-51c97fba8038%2Ftnyq5y_processed.jpeg&w=3840&q=75)
Transcribed Image Text:4. Four direct shear tests were performed in a 10 cm × 10 cm square shear box for soil specimens with a
similar density and the following data were obtained. Determine the angle of internal friction & and
the cohesion component, c, of the soil.
Applied Vertical Force Fv (N)
Measured Peak Shear Force Fh (N)
200
272
400
324
1000
487
1500
632
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