A consolidated-undrained triaxial test on a specimen of saturated clay was carried out under an all-round pressure of 600 kN/m2. Consolidation took place against a back pressure of 200 kN/m?. The following results were recorded during the test. 01 - 03 (kN/m²) u (kN/m?) Draw the stress paths (s-t) and give the value of the pore pressure coefficient A at 80 158 214 279 319 200 229 277 318 388 433 failure.

A consolidated-undrained triaxial test on a specimen of saturated clay was carried out under an all-round pressure of 600 kN/m2. Consolidation took place against a back pressure of 200 kN/m?. The following results were recorded during the test. 01 - 03 (kN/m²) u (kN/m?) Draw the stress paths (s-t) and give the value of the pore pressure coefficient A at 80 158 214 279 319 200 229 277 318 388 433 failure.

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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