Exploring the Stabilization Potential of Electric Arc Furnace Slag in Silty Soils through Multifaceted Micro- and Mesoscale Characterization

Soil stabilization using chemical additives is a proven technique for enhancing the strength and performance of weak subgrade soils. Electric arc furnace (EAF) slag has shown significant potential to improve the geotechnical and mechanical properties of soils because of its unique chemical and physical characteristics. However, the heterogeneous nature of EAF slag makes it challenging to determine whether a specific source is suitable for stabilization purposes. This study aimed to identify key EAF micro- and mesoscale properties that contribute to the development of effective soil stabilization mechanisms. To achieve this, a comprehensive characterization program was established to evaluate the slag’s chemical, physical, mechanical, morphological, and mineralogical characteristics. Fully graded EAF samples and slag fines were considered for soil stabilization. A silty clay soil considered poor for pavement applications according to the AASHTO classification system was stabilized with different additives (fly ash, cement, and EAF) to assess the effectiveness of the steel coproduct as a stabilizing agent. Chemical analyses confirmed the presence of key oxides (CaO, SiO 2 , and Al 2 O 3 ) in the EAF samples, although limited reactivity was observed because of dominant crystalline phases. In the soil mixtures, the swelling potential was reduced from 0.92% to 0.29%, and strength significantly improved with slag fines, indicating pozzolanic activity. When combined with 2.5% cement, EAF slag produced synergistic effects, outperforming cement alone with an increase of 17% for 7 days of curing. The findings highlight the importance of slag composition and confirm its viability as a sustainable, performance-enhancing alternative for soil stabilization.

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Publication Details

Journal
Transportation Research Record Journal of the Transportation Research Board
Published
2026-07-01
DOI
https://doi.org/10.1177/03611981261456282
Primary Topic
Concrete and Cement Materials Research
Type
article
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article

Exploring the Stabilization Potential of Electric Arc Furnace Slag in Silty Soils through Multifaceted Micro- and Mesoscale Characterization

Jongwan Eun, Jamilla Emi Sudo Lutif Teixeira, Taísa Menezes Medina
Transportation Research Record Journal of the Transportation Research Board
Concrete and Cement Materials Research
article

Exploring the Stabilization Potential of Electric Arc Furnace Slag in Silty Soils through Multifaceted Micro- and Mesoscale Characterization

Jongwan Eun, Jamilla Emi Sudo Lutif Teixeira, Taísa Menezes Medina
article en

Abstract

Soil stabilization using chemical additives is a proven technique for enhancing the strength and performance of weak subgrade soils. Electric arc furnace (EAF) slag has shown significant potential to improve the geotechnical and mechanical properties of soils because of its unique chemical and physical characteristics. However, the heterogeneous nature of EAF slag makes it challenging to determine whether a specific source is suitable for stabilization purposes. This study aimed to identify key EAF micro- and mesoscale properties that contribute to the development of effective soil stabilization mechanisms. To achieve this, a comprehensive characterization program was established to evaluate the slag’s chemical, physical, mechanical, morphological, and mineralogical characteristics. Fully graded EAF samples and slag fines were considered for soil stabilization. A silty clay soil considered poor for pavement applications according to the AASHTO classification system was stabilized with different additives (fly ash, cement, and EAF) to assess the effectiveness of the steel coproduct as a stabilizing agent. Chemical analyses confirmed the presence of key oxides (CaO, SiO 2 , and Al 2 O 3 ) in the EAF samples, although limited reactivity was observed because of dominant crystalline phases. In the soil mixtures, the swelling potential was reduced from 0.92% to 0.29%, and strength significantly improved with slag fines, indicating pozzolanic activity. When combined with 2.5% cement, EAF slag produced synergistic effects, outperforming cement alone with an increase of 17% for 7 days of curing. The findings highlight the importance of slag composition and confirm its viability as a sustainable, performance-enhancing alternative for soil stabilization.

Transportation Research Record Journal of the Transportation Research Board
University of Nebraska–Lincoln (US), University of Maryland, College Park (US)
Openalex Percentile: Top 11%
Concrete and Cement Materials Research
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