CameraIcon

SearchIcon

MyQuestionIcon

1

You visited us 1 times! Enjoying our articles? Unlock Full Access!

Tezarghi's Theory of One-Dimensional Consolidation

In the consol...

Question

In the consolidated drained test on a saturated soil sample, pore water pressure is zero during

A

consolidation stage only

No worries! We‘ve got your back. Try BYJU‘S free classes today!

B

shearing stage only

No worries! We‘ve got your back. Try BYJU‘S free classes today!

C

both consolidation and shearing stages

Right on! Give the BNAT exam to get a 100% scholarship for BYJUS courses

D

loading stage

No worries! We‘ve got your back. Try BYJU‘S free classes today!

Open in App

Solution

The correct option is C both consolidation and shearing stages
Consolidated means drainage is allowed in first stage. Drained means drainage is allowed in second stage. So in case of consolidated drained test, drainage is allowed in both stages so pore pressure is zero.

Suggest Corrections

thumbs-up

3

Similar questions

Q. Which one of the following figure gives the failure envelope for a normally consolidated saturated clay sample tested in triaxial test under drained conditions?

Q. A and B are Skempton's pore pressure coefficients. For saturated normally consolidated soils,

Q. A conventional drained triaxial compression test was conducted on a normally consolidated clay sample under an effective confining pressure of 200 kPa. The deviator stress at failure was found to be 400 kPa. An identical specimen of the same clay sample is isotropically consolidated to a confining pressure of 200 kPa and subjected to standard undrained triaxial compression test. If the deviator stress at failure is 150 kPa, the pore pressure developed (in kPa, upto one decimal place) is .

Q. A sample of saturated cohesionless soil tested in a drained triaxial compression test showed an angle of internal friction of

30^{\circ}

. The deviator stress at failure for the sample at a confining pressure of 200 kPa is equal to

Q. Match List-I {Type of shear tests) with List-II (Mohr circle and its envelope) and select the correct answer using the codes given below the lists:

List - I	List - II
A. Udrained test on normally consolidated saturated clays
B. Consolidated undrained test on normally consolidated saturated clays
C. Drained tests on saturated cohesive soil
D. Unconfined test on clays

A B C D

View More

Join BYJU'S Learning Program

similar_icon

Related Videos

lock

Tezarghi's Theory of One-Dimensional Consolidation

SOIL MECHANICS

Watch in App

explore_more_icon

Explore more

Tezarghi's Theory of One-Dimensional Consolidation

Other Soil Mechanics

Join BYJU'S Learning Program

CrossIcon