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| Atterberg limit - Determination of Shrinkage Limit, Liquid Limit and Plastic Limit |
LIQUID LIMIT ( Wl ) :-
- It is the boundary moisture content between liquid and plastic state. At this water content shear strength of soil is negligible and it practically offers no resistance to flow.
- Liquid limit is calculated using :-
- Casagrande Tools
- Cone Penetration
PLASTIC LIMIT ( Wp ) :-
- It is the boundary moisture content between the plastic state and semi-solid state. At the plastic limit, soil when rolled into a thread of dia. 3mm start to crumble. This test is also known as Plastic Limit Test or Thread Test.
- Approximately the shear strength of soil at plastic limit is 100 times more than that at liquid limit.
SHRINKAGE LIMIT ( Ws ) :-
- It is boundary moisture content between the solid state and semi-solid state .
- It is the moisture content at which soil is just saturated.
- When the water content is reduce ( below ) shrinkage limit water content volume of soil doesn't change but colour of soil sample begins to change.
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