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Jun 20, 2018
Effects of Compaction and Initial Degree of Saturation on Contaminant Transport through Barrier
Authors: Mandeep Raj Pandey, S.M.ASCE [email protected], and G. L. Sivakumar Babu, F.ASCE [email protected]Author Affiliations
Publication: PanAm Unsaturated Soils 2017
Abstract
The effect of different degree of saturation and compaction on the diffusive properties of soil is studied. Change in the diffusion of nonreactive chloride (Cl−) through the barrier soil sample at different degree of saturation is experimentally obtained. Samples prepared at different densities and degrees of saturation are subjected to single reservoir diffusion testing for the determination of diffusion coefficient. Filter-paper method is used for obtaining soil-water characteristics curve (SWCC). Experimental results are used to calculate the values of diffusion coefficient by the method of curve fitting. The results show that for a particular density, the diffusion coefficient of the completely saturated sample is higher than that of unsaturated sample. However, when the samples are not fully saturated, rate of contaminant transport is less for the sample prepared at the higher water content. The results demonstrate the possible mechanism of transport of the contaminants in the soil when initial suction also adds to the mechanism.
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© 2018 American Society of Civil Engineers.
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Published online: Jun 20, 2018
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Research Scholar, Soil Mechanics Lab, Dept. of Civil Engineering, Indian Institute of Science, Bangalore, Karnataka 560012, India. E-mail: [email protected]
Professor, Soil Mechanics Lab, Dept. of Civil Engineering, Indian Institute of Science, Bangalore, Karnataka 560012, India. E-mail: [email protected]
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