Show solution. The answer must be A. 95.84B. 15.03C. 99.19D. 16.67 The following data were obtained from a consolidated – undrained triaxial compression test on aclay soil.Chamber Pressure100250400(kPa)Deviator stress @ failure 320425530Pore pressure @ failure33.553140Determine the ff:a. Undrained cohesion (95.84)b. Undrained angle of shearing resistance (15.03)c. Drained cohesion (99.19)d. Drained angle of shearing resistance (16.67)

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The following data were obtained from a consolidated – undrained triaxial compression test on a clay soil. Chamber Pressure 100 250 400 (КРа) Deviator stress @ failure 320 425 530 Pore pressure @ failure 33.5 53 140 Determine the ff: a. Undrained cohesion (95.84) b. Undrained angle of shearing resistance (15.03) c. Drained cohesion (99.19) d. Drained angle of shearing resistance (16.67)

The following data were obtained from a consolidated – undrained triaxial compression test on a clay soil. Chamber Pressure 100 250 400 (КРа) Deviator stress @ failure 320 425 530 Pore pressure @ failure 33.5 53 140 Determine the ff: a. Undrained cohesion (95.84) b. Undrained angle of shearing resistance (15.03) c. Drained cohesion (99.19) d. Drained angle of shearing resistance (16.67)

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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