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Q2. The following results were obtained at failure in a series of drained triaxial tests on fully saturated clay specimens originally 38mm diameter by 76mm long. Determine the values of the shear strength parameters. All-round Pressure (kN/m") Axial Deformation (mm) Axial Load (N) Volume Change (ml) 600 9.41 1300 200 7.22 400 8.36 895 480 5.25 7.4 9.3

Q2. The following results were obtained at failure in a series of drained triaxial tests on fully saturated clay specimens originally 38mm diameter by 76mm long. Determine the values of the shear strength parameters. All-round Pressure (kN/m") Axial Deformation (mm) Axial Load (N) Volume Change (ml) 600 9.41 1300 200 7.22 400 8.36 895 480 5.25 7.4 9.3

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q2. The following results were obtained at failure in a series of drained triaxial tests on fully saturated clay specimens originally 38mm diameter by 76mm long. Determine the values of the shear strength parameters. All – round Pressure (kN/m) Axial Deformation (mm) Axial Load (N) Volume Change (ml) 200 400 600 9.41 7.22 8.36 895 7.4 480 1300 5.25 9.3
Transcribed Image Text:Q2. The following results were obtained at failure in a series of drained triaxial tests on fully saturated clay specimens originally 38mm diameter by 76mm long. Determine the values of the shear strength parameters. All – round Pressure (kN/m) Axial Deformation (mm) Axial Load (N) Volume Change (ml) 200 400 600 9.41 7.22 8.36 895 7.4 480 1300 5.25 9.3
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