Utilizing Magnesium Carbonate Induced by CO2 to Modify the Performance of Plastic Clay

Author:

Mohamadzadeh Romiani Hadi1,Keykha Hamed Abdeh12,Chegini Saeed1,Asadi Afshin3ORCID,Kawasaki Satoru4ORCID

Affiliation:

1. Department of Civil Engineering, Buein Zahra Technical University, Buein Zahra 3451866391, Qazvin, Iran

2. Division of Civil and Building Services Engineering, School of the Built Environment and Architecture, London South Bank University, 103 Borough Road, London SE1 0AA, UK

3. EnvoGéotechnique Ltd., Auckland 0614, New Zealand

4. Division of Sustainable Resources Engineering, Faculty of Engineering, Hokkaido University, Kita 13, Nishi 8, Kita-ku, Sapporo 060-8628, Japan

Abstract

Highly plastic clays pose significant challenges in engineering projects. Various techniques have been employed to enhance their properties, though many face difficulties related to implementation and environmental impact. This study examines the effect of CO2-induced magnesium carbonate on improving the geotechnical behavior of plastic clay. CO2-induced magnesium carbonate was produced via mineral carbonation and used to improve the behavior of highly plastic natural clay. CO2 gas was injected into a sodium hydroxide solution to produce carbonate ions (CO32−). Magnesium carbonate was precipitated on a laboratory scale by adding magnesium sulfate solution to the carbonate ion solution. Clayey soil samples were obtained from test pits in the Meyghan Plain near Arak, Iran. The clay samples were treated with different percentages of the produced magnesium carbonate. Various parameters of the treated and untreated samples, including index properties, unconfined compressive strength, consolidation behavior, and swelling potential, were studied. It was found that the liquid limit and plasticity index of the treated clay decreased as the magnesium carbonate content increased. The soil classification changed from high plastic clay (CH) to low plastic silt (ML) with the addition of 15% magnesium carbonate to the highly plastic clay. The unconfined compressive strength of the treated clay increased. Additionally, the consolidation behavior and swelling index of the treated clay improved as the magnesium carbonate content increased. This study confirms that CO2-induced magnesium carbonate is a promising material for improving the behavior of highly plastic clays, offering a sustainable approach to environmental management.

Publisher

MDPI AG

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