#7887. Improvement of an Extremely Highly Plastic Expansive Clay with Hydrated Lime and Fly Ash

October 2026publication date
Proposal available till 30-05-2025
4 total number of authors per manuscript0 $

The title of the journal is available only for the authors who have already paid for
Journal’s subject area:
Architecture;
Geology;
Geotechnical Engineering and Engineering Geology;
Soil Science;
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Abstract:
In this study, extremely highly plastic soil samples were collected from clay deposits in the Akyurt district of Ankara (Turkey), near Esenbo?a Airport. Hydrated lime and fly ash were applied as chemical stabilizers. The changes in engineering properties, especially in regard to the swell potential and compressive strength, were analyzed in this paper.
Keywords:
Expansive clay; Fly ash treatment; Lime treatment; Swell potential; Unconfined compressive strength

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