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**Atterberg limits**, on the other hand, are used to classify fine-grained soils (silt and clay). These limits define the water content at which a fine-grained soil transitions between different states of consistency: solid, semi-solid, plastic, and liquid. The three most important Atterberg limits are the plastic limit (PL), liquid limit (LL), and shrinkage limit (SL). The liquid limit is the water content at which the soil transitions from a plastic state to a liquid state. The plastic limit is the water content at which the soil transitions from a semi-solid state to a plastic state. The shrinkage limit is the water content at which the soil transitions from a solid state to a semi-solid state. Determining these limits involves performing specific laboratory tests. The most common test for the liquid limit is the Casagrande cup method, while the plastic limit is determined by rolling a soil sample into a thread. The LL and PL values are then used to calculate the plasticity index (PI), which is the difference between the LL and PL. The PI provides a measure of the soil's plasticity, which is a critical factor in the USCS classification of fine-grained soils.
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