Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion

Discussion Forum : Soil Mechanics and Foundation Engineering - Section 4 (Q.No. 33)

Soil Mechanics and Foundation Engineering

33.

The consistency index of a soil is defined as the ratio of

liquid limit plus the natural water content to the plasticity index of the soil

liquid limit minus the natural water content to the plasticity index of the soil

natural water content of a soil minus plastic limit to the plasticity index of the soil

natural water content of a soil plus its plastic limit to the plasticity index of the soil.

Answer: Option

Explanation:

No answer description is available. Let's discuss.

Discussion:

2 comments Page 1 of 1.

Sudip nag said: 5 years ago

CI = (Wl-WN)/Ip.

BALA said: 8 years ago

Here, LI = W-PL/(LL-PL).

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