Last Updated On [03-11-2023]
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
Question ID - 156291 :- 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
Next Question :
A fine grained soil is found to be plastic in the water content range of $26-48 \%$. As per Indian Standard Classification System, the soil is classified as
(A) $\mathrm{CL}$
(B) $\mathrm{CH}$
(C) CL-ML
(D) $\mathrm{Cl}$
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