Civil Engineering > GATE 2016 SET-1 > Triaxial Test
In the consolidated undrained triaxial test on a saturated soil sample, the pore water pressure is zero
A
during shearing stage only
B
at the end of consolidation stage only
C
both at the end of consolidation and during shearing stages
D
under none of the above conditions

Correct : b

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Related Topics

consolidated undrained triaxial test pore water pressure soil mechanics GATE shearing stage pore pressure consolidation stage pore pressure GATE Civil Engineering 2016 saturated soil sample triaxial test conditions

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