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
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