Atterberg limits
The consistency limits are called Atterberg limits. These limits were first demonstrated by Atterberg in 1911, a Swedish soil scientist.
His limits are based on the concept that a fine grained soil can exist in any of the four states i.e. solid, semi-solid, plastic and liquid. Therefore, Aterberg limits, most useful for civil engineering purposes are:-
• Liquid limit:- The boundary between liquid and plastic state of soil.
• Plastic limit:- The boundary between plastic and semi-solid state of soil.
• Shrinkage limit:- The boundary between semi-solid and solid state of soil .
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