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contributor authorNirmala Gnanapragasam
contributor authorBarbara-Ann G. Lewis
contributor authorRichard J. Finno
date accessioned2017-05-08T20:37:33Z
date available2017-05-08T20:37:33Z
date copyrightFebruary 1995
date issued1995
identifier other%28asce%290733-9410%281995%29121%3A2%28119%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21588
description abstractBentonite was exposed to aniline through batch experiments and flexible wall conductivity tests. The mineralogy and microstructure of the samples were studied using X-ray diffraction, infrared spectroscopy, scanning electron microscopy, and mercury intrusion porosimetry, before and after aniline exposure. Results indicated that the mineralogical structure of the clay mineral was unaffected by the exposure to aniline, despite evidence that aniline adsorbed onto bentonite upon contact. Tests on sand-bentonite composites showed that the sample with a larger fraction of clay had a greater proportion of fine pores ( <50 μm), thus a lower conductivity to aniline. This is attributed to the phenomenon of the two phase immiscible flow. The conductivity of sand-bentonite composites to aniline appears to be controlled by the soil's pore structure; the amount of bentonite controls the pore size distribution of the sample.
publisherAmerican Society of Civil Engineers
titleMicrostructural Changes in Sand-Bentonite Soils when Exposed to Aniline
typeJournal Paper
journal volume121
journal issue2
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1995)121:2(119)
treeJournal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 002
contenttypeFulltext


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