A Novel Way of Using Ground Granulated Blast Furnace Slag and Steel Shaving Fibers for Production of Sustainable and Smart Rigid Pavement

Document Type : Original Article

Authors

Civil Engineering Department, University of Technology Iraq, Baghdad, Iraq

Abstract

Supporting sustainable development, contributing to reducing waste that causes environmental damage, and reducing the use of natural materials are part of preserving the environment and society. This is done by highlighting the manufacture of sustainable concrete pavement of acceptable quality and according to specifications. The authors previously produced a concrete pavement mixture with optimal properties by partially replacing the Portland cement with 55 wt.% of the ground granulated blast furnace slag (GGBFS) in addition to partially replacing the virgin aggregates with 30 wt.% of recycled aggregate from crushed rigid pavement. The goal of this research work is to produce a self-sensing rigid pavement mixture from wastes with high mechanical properties, that is better than regular concrete and less expensive. The new novel mixture has the ability to detect earlier the damages that occur to the concrete pavement so as to obtain a longer life by periodically maintaining the pavement on time. The previous mixture was improved by adding chopped steel shaving fibers with lengths ranging from 20-60 mm in four different volumetric ratios. These are 0.7%, 1%, 1.1%, and 1.2%. The results were compared with those of the basic mixture, and a decrease in workability and slump values were noticed. Moreover, significant improvements in the mechanical properties were obtained. The concrete's resistance to the applied loads increased by increasing the percentage of steel shaving in the mixtures, due to the increasing of cohesion forces within the mixture. The self-sensing capability for the developed mixtures was tested by measuring the changes in the electrical resistance under different types of mechanical loadings. The results showed that the direction of the applied load and the proportion of steel shavings affect the self-sensing properties in terms of the fractional variation in the electrical resistance (FVER, %), which highlights the importance of using steel shavings in producing smart concrete pavements from reused resources more efficiently and highly cost-effectiveness.

Graphical Abstract

A Novel Way of Using Ground Granulated Blast Furnace Slag and Steel Shaving Fibers for Production of Sustainable and Smart Rigid Pavement

Keywords

Main Subjects


  1. Singh B, Ishwarya G, Gupta M, Bhattacharyya S. Geopolymer concrete: A review of some recent developments. Construction and building materials. 2015;85:78-90. https://doi.org/10.1016/j.conbuildmat.2015.03.036
  2. Arslan MH, Yazman Ş, Hamad AA, Aksoylu C, Özkılıç YO, Gemi L, editors. Shear strengthening of reinforced concrete T-beams with anchored and non-anchored CFRP fabrics. Structures; 2022: Elsevier. https://doi.org/10.1016/j.istruc.2022.03.046
  3. Sharba AAK, Ibrahim AJ. Evaluating the use of steel scrap, waste tiles, waste paving blocks and silica fume in flexural behavior of concrete. Innovative Infrastructure Solutions. 2020;5(3):94. https://doi.org/10.1007/s41062-020-00341-8
  4. Abbas A. Management of steel solid waste generated from lathes as fiber reinforced concrete. Eur J Sci Res. 2011;50(4):481-5.
  5. Wang X, Fan F, Lai J, Xie Y, editors. Steel fiber reinforced concrete: A review of its material properties and usage in tunnel lining. Structures; 2021: Elsevier. https://doi.org/10.1016/j.istruc.2021.07.086
  6. Mansi AH, Galal OH, Lafi M, editors. The utilisation of lathe steel waste fibers to improve plain concrete. Proceedings of the Ninth International Conference on Advances in Civil, Structural and Mechanical Engineering, Rome, Italy; 2019. 10.15224/978-1-63248-182-5-05
  7. Annadurai A, Ravichandran A. Seismic behavior of beam–column joint using hybrid fiber reinforced high-strength concrete. Iranian Journal of Science and Technology, Transactions of Civil Engineering. 2018;42(3):275-86. https://doi.org/10.1007/S40996-018-0100-9
  8. Akshaya T, Manikandan G, Baby JE, Jaambavi I. WITHDRAWN: Experimental study on bending behaviour of fibre reinforced concrete by using lathe waste fiber. Elsevier; 2021.
  9. Hicks RG. Alaska soil stabilization design guide. Alaska. Department of Transportation and Public Facilities. Research and …; 2002.
  10. Al-Dahawi A, Yıldırım G, Öztürk O, Şahmaran M. Assessment of self-sensing capability of Engineered Cementitious Composites within the elastic and plastic ranges of cyclic flexural loading. Construction and Building Materials. 2017;145:1-10. https://doi.org/10.1016/j.conbuildmat.2017.03.236
  11. Al-Dahawi AM. Effect of curing age on the self-sensing behavior of carbon-based engineered cementitious composites (ECC) under monotonic flexural loading scenario. MATEC Web of Conferences. 2018;162. 10.1051/matecconf/201816201034
  12. Sarwary MH, Yıldırım G, Al-Dahawi A, Anil O, Khiavi KA, TOKLU K, et al. Self-Sensing of Flexural Damage in Large-Scale Steel-Reinforced Mortar Beams. ACI Materials Journal. 2019;116(4):209-21. 10.14359/51715581
  13. Hameed IT, Al-Dahawi A. Electro-mechanical Properties of Functional Fiber-Based Rigid Pavement under Various Loads Applied on a Large-Scale in-Situ Section. E3S Web of Conferences. 2023;427:03033. https://doi.org/10.1051/e3sconf/202342703033
  14. Yıldırım G, Sarwary MH, Al-Dahawi A, Öztürk O, Anıl Ö, Şahmaran M. Piezoresistive behavior of CF- and CNT-based reinforced concrete beams subjected to static flexural loading: Shear failure investigation. Construction and Building Materials. 2018;168:266-79. 10.1016/j.conbuildmat.2018.02.124
  15. Mussa F, Al-Dahawi A, Banyhussan QS, Baanoon MR, Shalash MA. Carbon Fiber-Reinforced Asphalt Concrete: An Investigation of Some Electrical and Mechanical Properties. IOP Conference Series: Materials Science and Engineering. 2020;737:012122. 10.1088/1757-899X/737/1/012122
  16. Raid D. Abdullah AA-D, Hussein H. Zghair. Mechanical Characteristics and Self-Monitoring Technique of Smart Cementitious Mixtures with Carbon Fiber and Graphite Powder as Hybrid Functional Additives. Engineering and Technology Journal. 2022;40(11):1-11. http://doi.org/10.30684/etj.2022.134097.1220
  17. Raid D. Abdullah AA-D, Hussein H. Zghair. Mechanical and self-sensing properties of cementitious composites with hybrid carbon particles/fibers as functional fillers. AIP Conference Proceedings. 2023;2830(1):030017. https://doi.org/10.1063/5.0156827
  18. Ayad K. Mohammed AMA-D, Qais S. Banyhussan. Effect of adding additional Carbon Fiber on Piezoresistive Properties of Fiber Reinforced Concrete Pavements under Impact Load. Engineering and Technology Journal. 2021;39(12):1771-80. http://doi.org/10.30684/etj.v39i12.1942
  19. Dong W, Li W, Tao Z, Wang K. Piezoresistive properties of cement-based sensors: Review and perspective. Construction and Building Materials. 2019;203:146-63. 10.1016/j.conbuildmat.2019.01.081
  20. Baranek S, Cerny V, Drochytka R, Meszarosova L, Melichar J. Electrically conductive composite materials with incorporated waste and secondary raw materials. Scientific Reports. 2023;13(1):9023. https://doi.org/10.1038/s41598-023-36287-x
  21. Piro NS, Mohammed AS, Hamad SMJJoSM. Evaluate and predict the resist electric current and compressive strength of concrete modified with GGBS and steelmaking slag using mathematical models. 2023;9(1):194-215. https://doi.org/10.1007/s40831-022-00631-8
  22. Çelik Aİ, Özkılıç YO, Zeybek Ö, Özdöner N, Tayeh BA. Performance Assessment of Fiber-Reinforced Concrete Produced with Waste Lathe Fibers. 2022;14(19):11817. https://doi.org/10.3390/su141911817
  23. Yadav N, Kumar R. Performance and Economic Analysis of the Utilization of Construction and Demolition Waste as Recycled Concrete Aggregates. International Journal of Engineering. 2024;37(3):460-7. 10.5829/ije.2024.37.03c.02
  24. AASHTO-T27. Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates. USA: AASHTO; 1993. p. 4.
  25. Banyhussan QS, Hanoon AN, Al-Dahawi A, Yıldırım G, Abdulhameed AA. Development of gravitational search algorithm model for predicting packing density of cementitious pastes. Journal of Building Engineering. 2020;27. 10.1016/j.jobe.2019.100946
  26. Afrawee ARM, Aodah HH, Mohammed HA, editors. Development of the Iraqi highways management system-Case study: Basrah–Nasiriyah’s highway. AIP Conference Proceedings; 2020: AIP Publishing. https://doi.org/10.1063/5.0030802
  27. Güneyisi E, Gesoğlu M, Karaoğlu S, Mermerdaş K. Strength, permeability and shrinkage cracking of silica fume and metakaolin concretes. Construction and Building Materials. 2012;34:120-30. https://doi.org/10.1016/j.conbuildmat.2012.02.017
  28. SCRB. State Commission of Roads and Bridges, Standard specifications for Roads and Bridges. Iraq: Ministry of Construction, Housing, Municipalities and Public Works, Department of Planning and Studies; 2003.
  29. Taylor HF. Cement chemistry: Thomas Telford London; 1997.
  30. Al-Hindawi LAA, Al-Dahawi AM, Al-Zuheriy ASJ. Use of Waste Materials for Sustainable Development of Rigid Pavement. International Journal of Engineering. 2023;36(10):13. 10.5829/ije.2023.36.10a.16
  31. BS-EN-12390-6. Testing hardened concrete—Tensile splitting strength of test specimens. 2009. p. 14.
  32. ASTM-C496/C496M. Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens. US: ASTM International; 2011. p. 5.
  33. ASTM-C78. Standard test method for flexural strength of concrete (using simple beam with third-point loading). Annual book of ASTM standards2002. p. 3.
  34. Al-Dahawi A, Sarwary MH, Öztürk O, Yıldırım G, Akın A, Şahmaran M, et al. Electrical percolation threshold of cementitious composites possessing self-sensing functionality incorporating different carbon-based materials. Smart Materials and Structures. 2016;25(10):1-15. http://dx.doi.org/10.1088/0964-1726/25/10/105005
  35. Junaid M, Shah MZA, Yaseen G, Awan HH, Khan D, Jawad M. Investigating the Effect of Gradation, Temperature and Loading Duration on the Resilient Modulus of Asphalt Concrete. Civil Engineering Journal. 2022;8(02). http://dx.doi.org/10.28991/CEJ-2022-08-02-07
  36. Balamuralikrishnan R, Saravanan J. Effect of addition of alccofine on the compressive strength of cement mortar cubes. Emerging Science Journal. 2021;5(2):155-70. https://doi.org/10.28991/esj-2021-01265
  37. Mohana MH. Assessment of concrete compressive strength by ultrasonic pulse velocity test. Iraqi Journal of Civil Engineering. 2020;14(1):39-46. DOI: 10.37650/ijce.2020.172874
  38. Elvery R, Ibrahim L. Ultrasonic assessment of concrete strength at early ages. Magazine of Concrete Research. 1976;28(97):181-90. https://doi.org/10.1680/macr.1976.28.97.181
  39. Manaswini C, Vasu D. Fibre Reinforced Concrete from Industrial Waste-A Review. International Journal of Innovative Research in Science, Engineering and Technology. 2015;4(12):11751-8. :10.15680/IJIRSET.2015.0412013
  40. Aksoylu C, Yazman Ş, Özkılıç YO, Gemi L, Arslan MH. Experimental analysis of reinforced concrete shear deficient beams with circular web openings strengthened by CFRP composite. Composite Structures. 2020;249:112561. https://doi.org/10.1016/j.compstruct.2020.112561
  41. Shewalul YW. Experimental study of the effect of waste steel scrap as reinforcing material on the mechanical properties of concrete. Case Studies in Construction Materials. 2021;14:e00490. https://doi.org/10.1016/j.cscm.2021.e00490
  42. Prasad BP, Maanvit PS, Jagarapu DCK, Eluru A. Flexural behavior of fiber reinforced concrete incorporation with lathe steel scrap. Materials Today: Proceedings. 2020;33:196-200. https://doi.org/10.1016/j.matpr.2020.03.793
  43. British Standards Institution (BSI): London U. 12504-4: 2021; Testing Concrete in Structures—Determination of Ultrasonic Pulse Velocity. 2021.
  44. Ghadhban D, Joni HH, Al-Dahawi AM. Carbon Fiber-Based Cementitious Composites for Traffic Detection and Weighing In Motion. Engineering and Technology Journal. 2021;39(8):1250-6. 10.30684/etj.v39i8.1875
  45. Yıldırım G, Öztürk O, Al-Dahawi A, Ulu AA, Şahmaran M. Self-sensing capability of Engineered Cementitious Composites: Effects of aging and loading conditions. Construction and Building Materials. 2020;231:117-32. https://doi.org/10.1016/j.conbuildmat.2019.117132
  46. Katsaga T. Geophysical imaging and numerical modelling of fractures in concrete 2010.
  47. Rohith Sai K, Girija Sravani K, Srinivasa Rao K, Balaji B, Agarwal V. Design and Performance Analysis of High-k Gate All Around Fin-field Effect Transistor. International Journal of Engineering. 2024;37(3):476-83. 10.5829/ije.2024.37.03c.04
  48. Al-Attar TS, Al-Zuheriy ASJ, Hamza SM. Optimum Steel Fiber Content of High Strength Pozzolime Concrete %J Engineering and Technology Journal. 2021;39(12):1869-74. 10.30684/etj.v39i12.2213
  49. Sunarsih ES, As' ad S, Sam ARM, Kristiawan SA. Properties of Fly Ash-Slag-Based Geopolymer Concrete with Low Molarity Sodium Hydroxide. Civil Engineering Journal. 2023;9(02):381-92. 10.28991/CEJ-2023-09-02-010
  50. Amaludin AE, Asrah H, Mohamad HM, bin Amaludin HZ, bin Amaludin NA. Physicochemical and microstructural characterization of Klias Peat, Lumadan POFA, and GGBFS for geopolymer based soil stabilization. HighTech and Innovation Journal. 2023;4(2):327-48. 10.28991/HIJ-2023-04-02-07
  51. Al-Kasassbeh S, Al-Thawabteh J, Al-Kharabsheh E, Al-Tamseh A. Influential and intellectual structure of geopolymer concrete: a bibliometric review. Civil Engineering Journal. 2023;9(9):2330-44. 10.28991/CEJ-2023-09-09-017