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

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Shear Strength Of Soil
Section: Chapter Questions
Problem 10.7P
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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
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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