The results of two drained triaxial tests on a saturated clay were given Chamber Pressure 15 psf Specimen 1 Deviator Stress = 31.4 psf Chamber Pressure 25 psf %3D Specimen 2 Deviator Stress = 47 psf %3D 1. Compute the angle of internal friction. a. 26 deg b. 19 deg c. 31 deg d. 23 deg 2. Compute the cohesion.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The results of two drained triaxial tests on a saturated clay were given
Chamber Pressure 15 psf
%3D
Specimen 1
Deviator Stress = 31.4 psf
Chamber Pressure 25 psf
Specimen 2
Deviator Stress = 47 psf
1. Compute the angle of internal friction.
a. 26 deg
b. 19 deg
c. 31 deg
d. 23 deg
2. Compute the cohesion.
Transcribed Image Text:The results of two drained triaxial tests on a saturated clay were given Chamber Pressure 15 psf %3D Specimen 1 Deviator Stress = 31.4 psf Chamber Pressure 25 psf Specimen 2 Deviator Stress = 47 psf 1. Compute the angle of internal friction. a. 26 deg b. 19 deg c. 31 deg d. 23 deg 2. Compute the cohesion.
d. 23 deg
2. Compute the cohesion.
а. 4.10 psf
b. 1.98 psf
с. 3.21 psf
d. 2.49 psf
3. Determine the angle of failure in shear for sample 1.
a. 54.5 deg
b. 56.5 deg
C. 60.5 deg
d. 58.0 deg
Noto: Tuno the correct answer ETTER ONLY
Transcribed Image Text:d. 23 deg 2. Compute the cohesion. а. 4.10 psf b. 1.98 psf с. 3.21 psf d. 2.49 psf 3. Determine the angle of failure in shear for sample 1. a. 54.5 deg b. 56.5 deg C. 60.5 deg d. 58.0 deg Noto: Tuno the correct answer ETTER ONLY
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