In a series of unconsolidated-undrained triaxial tests speciments of a fully saturdated clay, the following results were obtained at failure. [Shear Strength. Minor Principal Stress (КРa) 200 Major Principal Stress 422 400 618 600 820 Calculate the following: a. Cohesion b. Angle of internal friction

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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[Shear Strength,.
speciments of a fully saturdated clay, the following results were obtained at failure.
In a series of unconsolidated-undrained triaxial tests on
Major Principal Stress
Minor Principal Stress
(kPa)
200
422
618
400
600
820
Calculate the following:
a. Cohesion
b. Angle of internal friction
Transcribed Image Text:[Shear Strength,. speciments of a fully saturdated clay, the following results were obtained at failure. In a series of unconsolidated-undrained triaxial tests on Major Principal Stress Minor Principal Stress (kPa) 200 422 618 400 600 820 Calculate the following: a. Cohesion b. Angle of internal friction
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