Abstract
Rapid urbanization has resulted in a massive number of infrastructure projects throughout the country. Steel consumption has skyrocketed as a result of this urbanization and industrialization. India is currently the one of the world’s largest steel producers. An integrated steel plant produces 2–4 tonnes of slag for every tonne of steel produced. Disposal of such enormous magnitude of waste in an economically feasible and environment-friendly manner has become a challenging task. This paper investigates the effective use of steel making slag, a by-product of the steel industry, as a pavement construction material by adding it to the marine clay in conjunction with cement. The construction of roads on marine clay is a challenging task. On this backdrop, experimental studies were carried out on locally available marine clay stabilized with steel slag fines (10–40%) and also cement (4–8%) to study the performance of stabilized mix with respect to plasticity, compaction and strength (unconfined compressive strength and California bearing ratio) characteristics. The study found the stabilized mix containing 30–40% slag as the optimum mix which can be used for subgrade. Further, the marine clay–slag–cement mixes containing 30% and 40% slag along with 6% cement and 10%, 20%, 30% and 40% slag along with 8% cement fulfills the requirement for use in subbase of the road. The study emphasizes on utilization of industrial waste such as steel slag in the more effective manner as the sustainable construction material.
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References
National Steel Policy (2017) Ministry of steel. Government of India.
Indian Minerals Yearbook (2019) Iron steel and scrap and slag (Part II: metals and alloys). 58th Edition, Ministry of Mines, Government of India.
Motz H, Geiseler J (2001) Products of steel slags an opportunity to save natural resources. Waste Manag 21(3):285–293. https://doi.org/10.1016/S0956-053X(00)00102-1
Khan ZA, Malkawi RH, Al-Ofi KA, Khan N (2002) Review of steel slag utilization in Saudi Arabia. In: The 6th Saudi engineering conference, KFUPM, Dhahran, Saudi Arabia 3, pp 369–381
Aiban S (2006) Utilization of steel slag aggregate for road bases. J Test Eval 34(1):1–11. https://doi.org/10.1520/JTE12683
Yildirim IZ, Prezzi M (2009) Use of steel slag in subgrade applications. Joint Transportation Res. Prog., FHWA Final Report, 2019. https://doi.org/10.5703/1288284314275
Huang Yi XuG, Cheng H, Wang J, Wan Y, Chen H (2012) An overview of utilization of steel slag. Proc Environ Sci 16:791–801. https://doi.org/10.1016/j.proenv.2012.10.108
Horii K, Tsutsumi N, Kitano Y, Kato T (2013) Processing and reusing technologies for steelmaking slag. Nippon Steel Tech Rep 104:123–129
El-Maaty Behiry AEA (2013) Evaluation of steel slag and crushed limestone mixtures as sub-base material in flexible pavement. Ain Shames Eng J 4(1):43–53. https://doi.org/10.1016/j.asej.2012.07.006
Rao DK, Sravani G, Bharath N (2014) A laboratory study on the effect of steel slag for improving the properties of marine clay for foundation beds. Int J Sci Eng Res 5(7):253–259
Oluwasola EA, Hainin MR, Aziz MMA (2014) Characteristics and utilization of steel slag in road construction. J Teknol 70(7):117–123. https://doi.org/10.11113/jt.v70.3591
Akinwumi II, Adeyeri JB, Ejohwomu OA (2012) Effects of steel slag addition on the plasticity, strength and permeability of lateritic soil. In Proc. second int. conf. sustainable des., eng. const., Fort Worth, Texas, pp 457–464. https://doi.org/10.1061/9780784412688.055
Tiwari MK, Bajpai S, Dewangan UK (2016) Steel slag utilization: overview in Indian perspective. Int J Adv Res 4(8):2232–2246. https://doi.org/10.21474/IJAR01/1442
Aldeeky H, Al HO (2017) Experimental study on the utilization of fine steel slag on stabilizing high plastic subgrade soil. Adv Civ Eng 2017:1–17. https://doi.org/10.1155/2017/9230279
Athulya GK, Dutta S, Mondal JN (2017) Performance evaluation of stabilised soil–slag mixes as highway construction material. Int J Geot Eng 11(1):51–61. https://doi.org/10.1080/19386362.2016.1184874
Adedokun SI, Ganiyu A, Adedokun MA (2019) Effect of marble dust and steel slag on consistency limits and compaction characteristics of lateritic soil. IOP Conf Ser Mater Sci Eng 527(1):1–13. https://doi.org/10.1088/1757-899X/527/1/012026
Gonawala RJ, Khapre S, Kumar R, Chauhan KA (2019) Suitability of EAF slag and GGBFS mix as cementitious base/subbase layer for low volume road construction. Int J Geot Eng. https://doi.org/10.1080/19386362.2019.1621458
Vaijwade SM, Koranne SS (2020) Estimation of flexible pavement by using stabilized soil with steel slag and bitumen emulsion. Int J Eng Appl Sci Tech 4(11):282–288
Pai RR, Bakare MD, Patel S, Shahu JT (2021) Structural evaluation of flexible pavement constructed with steel slag-fly ash–lime mix in the base layer. ASCE J Mat Civ Eng 33(6):040210971–040211012. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003711
IS: 2720 (Part 2)-1973. Method of test for soils: Part 2 determination of water content. Bureau of Indian Standards, New Delhi
IS: 2720 (Part 7)-1980. Method of test for soils: Part 7 determination of water content- dry density relation using light compaction. Bureau of Indian Standards, New Delhi
IS: 2720 (Part 10)-1973. Method of test for soils: Part 10 determination of unconfined compressive strength. Bureau of Indian Standards, New Delhi
IS: 2720 (Part 16)-1987. Method of test for soils: Part 16 laboratory determination of CBR. Bureau of Indian Standards, New Delhi
Havanagi VG, Sinha AK, Arora VK, Mathur S (2012) Design and stability analysis of copper slag embankment. Indian Highw 40(10):17–23
Havanagi VG, Sinha AK, Arora VK, Mathur S (2012) Waste materials for construction of road embankment and pavement layers. Int J Res Env Eng 1(2):51–59
Akinwumi I (2014) Soil modification by the application of steel slag. Period Polytech Civ Eng 58(4):371–377. https://doi.org/10.3311/PPci.7239
Poh HY, Ghataora GS, Ghazireh N (2006) Soil stabilization using basic oxygen steel slag fines. ASCE J Mat Civil Eng 18(2):229–240. https://doi.org/10.1061/(ASCE)0899-1561(2006)18:2(229)
Potgieter JH, Kaspar H (1999) Hydration of cement. South Afr J Chem 52(4):104–109. https://doi.org/10.10520/AJA03794350_1560
Kalantari B, Prasad A, Huat BB (2012) Use of cement, polypropylene fibers and optimum moisture content values to strengthen peat. Int J Phys Sc 7(8):1276–1285. https://doi.org/10.5897/IJPS10.619
Specification for roads and bridge works (Fourth revision) 2001. Ministry of road transport and highway (MORTH) (2) Indian Road Congress, New Delhi
Sinha AK, Havanagi VG, Ranjan A, Mathur S, Kanaujia VK (2015) Stabilized cinder waste material for construction of pavement layers. Indian Highw 43(3):43–49
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ADA in consultation with HSC designed research. HSC coordinated the research. ADA conducted the experimental work and analyzed the data. HSC and ADA drafted the manuscript. Both the authors read and approved the final manuscript.
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Ahirwar, A.D., Chore, H.S. Strength characterization of steel slag–cement-stabilized marine clay mixes for highway construction. Innov. Infrastruct. Solut. 7, 254 (2022). https://doi.org/10.1007/s41062-022-00846-4
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DOI: https://doi.org/10.1007/s41062-022-00846-4