Situation 6 - A consolidated drained triaxial test is conducted on a normally consolidated soil with chamber confining pressure of 150 kPa. If the deviator stress at failure is 220 kPa, determine the following: 28. Calculate the angle of friction of the soil. A. 28.32° C. 24.56° B. 25.87° D. 25.03° 29. Calculate the shear stress at failure plane in kPa. A. 124.36 C. 112.75 B. 105.68 101 WD. 99.67 9d joss 30. Calculate the normal stress at failure plane in kPa. A. 213.5 2 () ТВЯЛО А Я С. 224.7 ИЛО Uoy B. 232.6 D. 249.9

Situation 6 - A consolidated drained triaxial test is conducted on a normally consolidated soil with chamber confining pressure of 150 kPa. If the deviator stress at failure is 220 kPa, determine the following: 28. Calculate the angle of friction of the soil. A. 28.32° C. 24.56° B. 25.87° D. 25.03° 29. Calculate the shear stress at failure plane in kPa. A. 124.36 C. 112.75 B. 105.68 101 WD. 99.67 9d joss 30. Calculate the normal stress at failure plane in kPa. A. 213.5 2 () ТВЯЛО А Я С. 224.7 ИЛО Uoy B. 232.6 D. 249.9

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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We have the results of two drained triaxial tests on a saturated clay. Determine the shear strength parameters.
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Soil Mechanism
Subject: Soil Mechanics
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