Determination Of Liquid Limit. Determination of Liquid Limit The condition of a soil can be altered by changing the moisture content The liquid limit is the empirically established moisture content at which a soil passes from the plastic to the liquid state A knowledge of the liquid limit allows the engineer to correlate several engineering properties with the soil.

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Procedure of Liquid Limit Test on Soil 1 Adjust the drop of the cup of the liquid limit device by releasing the two screws at the top and by using the handle of the grooving tool or a gauge The drop should be exactly 1 cm at the point of contact on the base Tighten the screw after adjustment 2.

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PDF file21 The liquid limit of a soil is the moisture content expressed as a percentage of the weight of the ovendried soil at the boundary between the liquid and plastic states of consistency The moisture content at this boundary is arbitrarily defined as the water content at which two halves of a soil cake will flow together for a distance of.

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The liquid limit corresponds to a water content at which soil material begins to flow and closes a groove of standard width The liquid limit is determined with a cup that is filled with soil paste The cup is lifted and dropped from a specified height From the number of blows that are necessary to close the groove the liquid limit is calculated.

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Procedure of Liquid Limit Test Take about 30 to 40 gm of given soil passing through 425 microns IS sieve in evaporating disc Add water to form a paste Leave the soil for sufficient time so that water may permeate throughout the soil mass.

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The curve obtained from the graph of water content against the log of blows while determining the liquid limit lies almost on a straight line and is known as the flow curve The equation for flow curve is W = I f Log N + C Where ‘I f is the slope of flow curve and is termed as “Flow Index” Toughness Index.