Reliability Of Multi-Method Mineralogical Identification In Expansive Soils
Abstract
The swelling characteristics and engineering performance of expansive soils are primarily governed by their clay mineralogy; however, mineralogical identification based on a single method may be insufficient for natural clays composed of multiple clay minerals together with non-clay constituents. This study aims to determine the mineralogy of a natural expansive clay from the Çubuk district of Ankara, Türkiye, using an integrated set of direct and indirect methods, and to demonstrate the limitations of relying on a single technique while proposing a practical combination of tests for more reliable mineralogical identification. Direct analyses included X-ray diffraction (XRD) and scanning electron microscopy coupled with energy-dispersive X-ray spectroscopy (SEM–EDX), while indirect indicators comprised methylene blue adsorption, Atterberg limits, clay fraction content (<2 μm) and activity. The results show that the Çubuk clay contains a significant smectitic (montmorillonitic) component together with non-clay minerals such as quartz and calcite. Methylene blue results indicate high cation exchange capacity and specific surface area, and SEM–EDX spectra support the presence of interlayer cations consistent with a smectite-dominant clay fraction exhibiting illite-smectite characteristics. The results highlight the advantage of a multi-method approach and provide a practical framework for more robust mineralogical characterization.
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References
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Details
Primary Language
English
Subjects
Civil Geotechnical Engineering
Journal Section
Research Article
Early Pub Date
July 24, 2026
Publication Date
September 1, 2026
Submission Date
March 18, 2026
Acceptance Date
May 20, 2026
Published in Issue
Year 2026 Volume: 39 Number: 3
Cited By
Experimental and numerical analysis of single pile foundation behaviour in expansive Ankara clay
International Journal of Geotechnical Engineering
https://doi.org/10.1080/19386362.2026.2710998