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Which of the following is not useful for engineer purpose, as proposed by Atterberg?

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in Geotechnical Engineering I by (102k points)
Which of the following is not useful for engineer purpose, as proposed by Atterberg?

(a) Plastic limit

(b) Liquid limit

(c) Solid limit

(d) Shrinkage limit

The question was posed to me during an interview.

This intriguing question originated from Consistency of Soils in chapter Index Properties Determination of Geotechnical Engineering I

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Best answer
Correct choice is (c) Solid limit

The explanation: Liquid limit, plastic limit, shrinkage limit are useful for engineering purpose.

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