Civil Engineering - UPSC Civil Service Exam Questions - Discussion

Discussion Forum : UPSC Civil Service Exam Questions - Section 6 (Q.No. 46)
46.
Laboratory vane shear test can also be used to determine
Shear parameters of silty sand
Shear parameters of sandy clay
Liquid limit of silty clay
Plastic limit of clayey silt
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
9 comments Page 1 of 1.

Shiva said:   8 years ago
Vane shear test is used to determine the cohesion or shear strength of sensitive soft clays because their cylindrical specimen cannot be easily prepared. It is necessary that the soil mass should be saturated completely because the angle of shearing resistance will not be zero for partially saturated soils. This method should be used when;

(i) Clay is deep, normally consolidated and sensitive
(ii) Only the undrained shear is required.

The test cannot be conducted on the fissured clay or the clay containing sand or silt laminations.

It can be also used for determination of liquid limit of soils because of the shear strength at liquid limit about 2.7 kN/m2.
(1)

Xyz said:   9 years ago
I think C is correct.

Vikash prajapati said:   8 years ago
Option B should be correct. Vane shear test used to check shear strength of clay soil.

Roy said:   8 years ago
How C is correct? Explain it @Roy.

Chikzzz said:   8 years ago
C is the correct answer.

Sumanta said:   7 years ago
In vane shear test, we determine a shear parameter (cohesion), shear strength. So, Option B is CORRECT.

Priyanka said:   4 years ago
C is the correct answer.

Rakesh said:   3 years ago
I think C is correct.

Rahul verma said:   2 years ago
The Vane shear test is used to determine the cohesion or shear strength of cohesive clay not for sand.

Hence options A and B are incorrect and used to find the liquid limit also, shear strength at the liquid limit is about 2.7kn/m2.

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