A series of three direct shear tests have been conducted on a certain saturated soil. Each test was performed on a 2.375-inch diameter, 1.0 inch tall sample. The test had been performed slowly enough to produce drained conditions. The results of the tests are as follows: Determine the friction angle and cohesion intercept. Test No Normal Stress (nsf) Shear Stress (nsf)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A series of three direct shear tests have been conducted
on a certain saturated soil. Each test was performed on a
2.375-inch diameter, 1.0 inch tall sample. The test had
been performed slowly enough to produce drained
conditions. The results of the tests are as follows:
Determine the friction angle and cohesion intercept.
Test No.
Normal Stress (psf)
Shear Stress (psf)
2435
1656
2
4870
3571
3
7305
4578
Transcribed Image Text:A series of three direct shear tests have been conducted on a certain saturated soil. Each test was performed on a 2.375-inch diameter, 1.0 inch tall sample. The test had been performed slowly enough to produce drained conditions. The results of the tests are as follows: Determine the friction angle and cohesion intercept. Test No. Normal Stress (psf) Shear Stress (psf) 2435 1656 2 4870 3571 3 7305 4578
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