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This question belongs to Geological Engineering Engineering Properties Of Rocks And Soils

Engineering Properties of Rocks and Soils

?

Which of these is not a type of soil consistency limit?

A) Liquid limit B) Plastic limit C) Shrinkage limit D) Elastic limit E) 4

Answer & Solution

Elastic limit is a mechanical concept, not part of the Atterberg limits which include liquid, plastic, and shrinkage limits.

Question posted by Examveda

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