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Sensitivity is defined as the ratio of Unconfined Compressive Strength in an undisturbed natural state to Unconfined Compressive Strength of soil in the remolded state.

Consistency Index is defined as the ration of the difference of liquid limit and natural water content to the plasticity index. Toughness Index is a ratio of IP & IF.

Shrinkage Index is the range of consistency in which soil is in a semi-solid state of consistency. It is defined as numerical difference of plastic limit & shrinkage limit.

Shrinkage Limits is defined as maximum water content at which reduction in the water content of soil does not lead to reduction in the volume of soil.

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Highway Engineering

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Soil Mechanics

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