Register
Dark Mode

GATE2016-1-11

in Soil Mechanics edited by
0 votes
0 votes

In the consolidated undrained triaxial test on a saturated soil sample, the pore water pressure is zero

  1. during shearing stage only
  2. at the end of consolidation stage only
  3. both at the end of consolidation and during shearing stages
  4. under none of the above conditions
in Soil Mechanics edited by
by
11.9k points

Please log in or register to answer this question.

Answer:
Welcome to GATE Civil Q&A, where you can ask questions and receive answers from other members of the community.
Top Users Jun 2023
    Developed by Chun
    Link Copied!