Abstract
The waste materials from the manufacturing process were employed for the purpose of enhancing the strength of lateritic soil grade E, which exhibited the least suitable mechanical properties. The present study focused on the investigation of waste materials from the steel manufacturing process, namely electric arc furnace (EAF) slag and ladle furnace (LF) slag, as well as waste material from asphalt concrete plants, specifically asphalt waste dust (AWD). These waste materials were examined in relation to their potential utilization in combination with lateritic soil. The mixing ratio employed in this investigation was 10% by weight (wt%). A mixture of 5 wt% ordinary Portland cement was mixed with 90 wt% lateritic soil and 10 wt% asphalt waste dust to enhance the efficiency of lateritic soil stabilization. The efficiency of waste materials was evaluated by the California bearing ratio (CBR) test. The integration of EAF slag and LF slag, byproducts of the steel manufacturing process, significantly improved the CBR more than 5 times and 7 times, respectively, for EAF and LF mixes compared to natural lateritic soil. Furthermore, the CBR of lateritic soil blended with asphalt waste dust and Portland cement exhibited approximately 20 times higher than that of natural lateritic soil and cement-stabilized lateritic soil.
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References
Onyelowe KC, Van Bui D, Van Nguyen M (2021) Swelling potential, shrinkage and durability of cemented and uncemented lateritic soils treated with CWC base geopolymer. Int J Geotech Eng 15(4):389–404. https://doi.org/10.1080/19386362.2018.1462606
Chaiyaput S, Bergado DT, Ayawanna J (2019) Effect of polymer and Portland cement on strengthen crushed rock for pavement base. J Lowl Technol Int 21:134–142
Chaiyaput S, Manandhar S, Karki S, Ayawanna J (2020) Characteristics of cement treated soil: a case study from soft Bangkok clay and red soil of Nepal. J Lowl Technol Int 22:178–191. https://doi.org/10.0001/ialt_lti.v22i2,%20Septemb.876
Chaiyaput S, Ayawanna J, Jongpradist P, Poorahong H, Sukkarak R, Jamsawang P (2023) Application of a cement–clay–air foam mixture as a lightweight embankment material for construction on soft clay. Case Stud Constr Mater 18:e02188. https://doi.org/10.1016/j.cscm.2023.e02188
Bergado DT, Chaiyaput S, Jamsawang P (2022) Full-scale embankment in soft Bangkok clay using jet grouted cement mixing pile. Pract Trends Ground Improv Tech 57–79. https://doi.org/10.1007/978-981-19-3322-66
Prikryl R, Torok A, Theodoridou M, Gomez-Heras M, Miskovsky K (2016) Geomaterials in construction and their sustainability: understanding their role in modern society. Geol Soc London Spec Publ 416(1):1–22. https://doi.org/10.1144/SP416.21
Sabbar AS, Chegenizadeh A, Nikraz H (2018) Effect of slag and bentonite on shear strength parameters of sandy soil. Geomech Eng 15(1):659–668. https://doi.org/10.12989/gae.2018.15.1.659
Koros PJ (2003) Dusts, scale, slags, sludges…not wastes, but sources of profits. Metall Mater Trans B 34(6):769–779. https://doi.org/10.1007/s11663-003-0083-0
Diniz DH, Carvalho JMF, Mendes JC, Peixoto RAF (2017) Blast oxygen furnace slag as chemical soil stabilizer for use in roads. J Mater Civ Eng 29(9):4017118. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001969
Chaiyaput S, Ayawanna J (2021) Lateritic soil stabilization by addition of steel slags. Geotech Eng J SEAGS AGSSEA 52(3):66–69
Ayawanna J, Kingnoi N, Sukchaisit O, Chaiyaput S (2022) Utilization of ladle furnace slag from a steelwork for stabilization of soil cement. Geomech Eng 3(2):149–158. https://doi.org/10.12989/gae.2022.31.2.149.
Chaiyaput S, Ayawanna J (2021) Stabilization of lateritic soil by ladle furnace slag for pavement subbase material. Geomech Eng 26:323–331. https://doi.org/10.12989/gae.2021.26.4.323
Chaiyaput S, Sertsoongnern P, Ayawanna J (2022) Utilization of waste dust from asphalt concrete manufacturing as a sustainable subbase course material in the pavement structures. Sustainability 14:9804. https://doi.org/10.3390/su14169804
Gudissa W, Dinku A (2010) The use of limestone powder as an alternative cement replacement material: an experimental study. Zede J 27:23–43
Maisarah A, Muhd SA, Siti AS (2015) Effect of calcium carbonate replacement on workability and mechanical strength of Portland cement concrete. Adv Mat Res 1115:137–141. https://doi.org/10.4028/www.scientific.net/AMR.1115.137
Pongsivasathit S, Horpibulsuk S, Piyaphipat S (2019) Assessment of mechanical properties of cement stabilized soils. Case Stud Constr Mater 11:e00301. https://doi.org/10.1016/j.cscm.2019.e00301
Komolafe OO, Osinubi KJ (2019) Stabilization of lateritic soil with cement–oil palm empty fruit bunch ash blend for California bearing ratio base course requirement. IOP Conf Ser Mater Sci Eng 640:012085. https://doi.org/10.1088/1757-899X/640/1/012085
Sowers GF (1979) Introductory soil mechanics and foundations: geotechnical engineering, 4th edn. Macmillan, New York
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Chaiyaput, S., Ayawanna, J., Manandhar, S., Sae-Ueng, S. (2024). Utilization of Waste Material for Stabilization of Lateritic Soil. In: Hazarika, H., Haigh, S.K., Chaudhary, B., Murai, M., Manandhar, S. (eds) Sustainable Construction Resources in Geotechnical Engineering. IC-CREST 2023. Lecture Notes in Civil Engineering, vol 448. Springer, Singapore. https://doi.org/10.1007/978-981-99-9227-0_33
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