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Consistency Limits

While computi...

Question

While computing the values of limits of consistency indices, it is found that liquidity index, has a negative value.
Consider the following comments on this value:

1. Liquidity index cannot have a negative value and should be taken as zero.
2. Liquidity index can have a negative value.
3. The soil tested is in semisolid state and stiff
4. The soil tested is in medium soft state.

Which of these statement are correct?

A

1 and 4

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B

1 and 3

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C

2 and 4

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D

2 and 3

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Solution

The correct option is D 2 and 3
(d)

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Q. Consider the following statements:
1. The minimum value of group index for a soil can be taken as zero.
2. The maximum possible value of group index for a soil is twenty.
Which of these statements is/are correct?

Q. The laboratory tests on a sample yielded the following results:
Plasticity index : 32%
Liquidity index : 0.15
Activity number : 1.58
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1. The soil is very stiff.
2. The soil is medium soft.
3. The soil is highly plastic.
4. The soil is medium plastic.
5. The soil is active.
Select the correct answer using the codes given below:

Q. Consider the following statements:
1. Standard penetration test is commonly used for cohesionless soils.
2. Standard penetration test results in respect of a cohesionless soil are correlated to its density index and friction angle.
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Q. Assertion (A): A soil is at its liquid limit if the consistency index of the soil is equal to zero.

Reason (R): The consistency index of a soil is defined as ratio of (liquid limit minus the natural water content) to (natural water content minus plastic limit).

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