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References in periodicals archive ?
The plastic limit and liquid limit of original expansive soil are 22% and 42.8%, respectively.
Table 1 lists the results of geotechnical characterization of the soil, encompassing the liquid limit (LL), the plastic limit (PL), the plasticity index (PI), the specific gravity of soil solids ([[gamma].sub.s]), and the particle diameter ([phi]) distribution.
Slurries of the mixtures were prepared at a moisture content equal to 1.5-fold their liquid limit. Then, samples were subjected to a step-by-step increase in vertical stress, each load being double that of the previous load.
Keywords: Slope Failure, Liquid Limit, Dry Density, Shear Strength, Internal Friction Angle
With effluent contamination, an increase in liquid limit is followed by a corresponding increase in plasticity index.
ASTM D 4318 Standard Test Methods for Liquid Limit, Plastic Limit and Plasticity Index of Soils first appeared in 1983.
The variations of liquid limit and plastic limit with varying percentages of fly ash are shown in Figures 1 and 2.
Liquid Limit, Plastic Limit and Plasticity Index analysis tests were conducted according to the ASTM Standard Test Method (D 4318-05).
The liquid limit test was determined using ASTM D4318-10 Standards Test Methods using the Casagrande cup device.
The results of Atterberg limits showed that the liquid limit (LL) 67.50%, the plasticity limit (PL) 16.93% and plasticity index (PI) 50.57%.