Abstract
Replacing traditional construction materials with industrial by-products can reduce their disposal in landfills, offering a sustainable geo-environmental solution. This study evaluates the feasibility of using various mixtures of EAF steel slag and other industrial by-products for their use as a suitable geo-material that can replace lime in subgrade stabilization applications. Field-test results and experiences gained in the implementation of the selected mixture in the field are presented. In the present study, clayey subgrade soils obtained from a potential stabilization site were blended with EAF steel slag (EAFSS)-Class C fly ash (CFA) and EAFSS-blast furnace slag (BFS) mixtures and tested in the laboratory. Proctor compaction curves and Atterberg Limits (ALs) of the mixtures were determined in the laboratory. The strength of the stabilized soil mixtures was determined through unconfined compression (UC) tests. Based on the results of the laboratory tests, the 7%EAFSS-3%CFA mixture was selected as the most suitable for lime replacement. The selected mixture was utilized in the field for a trial section of a pavement project. The dynamic cone penetrometer tests (DCPTs) performed 96 h after the subgrade compaction indicated the strength gain associated with the cementitious reactions and the effectiveness of the mixture in the stabilization of the clayey soil. The subgrade stabilized with EAFSS has been performing satisfactorily, discontinuities or visible signs of stress failure are not observed in the pavement sections constructed using the EAFSS-CFA mixture.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Shi C (2002) Characteristics and cementitious properties of ladle slag fines from steel production. Cem Concr Res 32(3):459–462
Yildirim IZ, Prezzi M (2015) Steel slag: chemistry, mineralogy, and morphology. In: Iskander M, Suleiman FM (eds) IFCEE 2015, March 17–21, geotechnical special publication No. 256, pp 2816–282. San Antonio, Texas
Santamaria A et al (2018) Dimensional stability of electric arc furnace slag in civil engineering applications. J Clean Prod 205:599–609
Yildirim IZ (2018) A comparative study on the compaction and swelling behavior of EAF-EAF ladle steel slags, Zemin Mekaniği ve Geoteknik Mühendisliği 17. Ulusal Konferansı—ZMGM 17, September 26–28, vol 2. İstanbul, pp 463–474
Ameri M, Hesami S, Goli H (2013) Laboratory evaluation of warm mix asphalt mixtures containing electric arc furnace (EAF) steel slag. Constr Build Mater 49:611–617
Ortega-López V et al (2018) Durability studies on fiber-reinforced EAF slag concrete for pavements. Constr Build Mater 163:471–481
Autelitano F, Giuliani F (2016) Electric arc furnace slags in cement treated materials for road construction: mechanical and durability properties. Constr Build Mater 113:280–289
Pasetto M, Baldo N (2018) Re-use of industrial wastes in cement bound mixtures for road construction. Environ Eng Manag J 17(2):417–426
Yildirim IZ et al (2013) Use of soil-steel slag-class-C fly ash mixtures in subgrade applications. Publication FHWA/IN/JTRP-2013/06. Joint Transportation Research Program, West Lafayette, Indiana. https://doi.org/10.5703/1288284315188
Yildirim IZ, Prezzi M (2022) Subgrade stabilisation mixtures with EAF steel slag: an experimental study followed by field implementation. Int J Pavement Eng 23(6):1754–1767. https://doi.org/10.1080/10298436.2020.1823389
ASTM D698–00a (2000) Standard test methods for laboratory compaction characteristics of soil using standard effort [12,400 ft-lbf/ft3 (600 kN-m/m3)]. ASTM, West Conshohocken, PA
ASTM D2166/D2166M-16 (2016) Standard test method for unconfined compressive strength of cohesive soils. West Conshohocken, PA
ASTM D5102–04 (2004) Standard test method for unconfined compressive strength of compacted soil-lime mixtures. D5102–04, West Conshohocken, PA
INDOT (2015) Field testing of soil, granular soil, and coarse aggregate. Indiana Department of Transportation Office of Materials Management Office of Geotechnical Services, Indianapolis, Indiana
Acknowledgements
The authors are grateful for the financial support (FHWA/IN/ JTRP-2013/SPR-3477), provided by the Indiana Department of Transportation (INDOT) and Edward C. Levy Co. (Levy) for the project. We convey our thanks to John Yzenas, Nayyar Zia Siddiki and Hobi Kim for their contributions to this study. The authors also appreciate the financial support provided by Bogazici University with BAP project number 16961.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2023 The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Yildirim, I.Z., Prezzi, M. (2023). Field Implementation of EAF Steel Slag Mixtures in Clayey Subgrade Stabilization. In: Yukselen-Aksoy, Y., Reddy, K.R., Agnihotri, A.K. (eds) Sustainable Earth and Beyond. EGRWSE 2022. Lecture Notes in Civil Engineering, vol 370. Springer, Singapore. https://doi.org/10.1007/978-981-99-4041-7_32
Download citation
DOI: https://doi.org/10.1007/978-981-99-4041-7_32
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-99-4040-0
Online ISBN: 978-981-99-4041-7
eBook Packages: EngineeringEngineering (R0)