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Experimental study and statistical validation of UHSM made with industrial wastes and hybrid fibres

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Abstract

This paper discusses the experimental investigations of the design mix developed for developing ultra-high-strength mortar mixtures made with different combinations of fine aggregates, metallic and non-metallic fibres and cured at different temperatures. Copper slag, Iron ore tailings (IOT) and M-Sand (MS) were the materials used as partial replacements for river sand among them Copper slag and Iron ore tailings were used as in replacement levels of 30%, 40% and 50% whereas M-Sand was used in 30%, 40%, 50% and 100%. The use of other cementitious materials like silica fume and nano-silica were kept constant and were used in 8% and 2% respectively as partial replacement of cement. Steel fibres were incorporated in constant levels of 1%. In addition to the waste utilization use of non-metallic fibres has also been incorporated in hybrid form in present research. Basalt fibre and poly propylene (PP) were used in this regard in 1% and 0.15% respectively. A total of 22 mixes were designed with 10 mixes having a constant 1% steel fibre addition and fine aggregates altered in varying proportions. The balance 12 mixes were made with different fibres for replacement in fine aggregate made only using M-Sand. The compressive strength test on different curing regimes hot curing for 1 and 3 days and normal curing for 7, 28 and 56 days were performed. The results indicated that among the alternate materials chosen as fine aggregate, those with 30% IOT and 1% steel fibres registered a maximum compressive strength of 121.27 MPa after subjecting them to 56 days of normal curing. Mix with non-metallic fibre combination made with PP did not show much strength increase and the maximum strength noted was 93.59 MPa for 30% MS and 0.15% PP. Among the hybrid combination, mixes with 30% MS along with 1% steel and 1% basalt incorporated in exhibited the higher strength of 120.88 MPa. A predictive model was also designed to validate the experimental results developed with compressive strength as the target and Curing days, temperature, and fine aggregate proportions as inputs. The model worked well with the inputs.

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References

  1. Huang, H., Gao, X., Jia, D.: Effects of rheological performance, antifoaming admixture, and mixing procedure on air bubbles and strength of UHPC. J. Mater. Civ. Eng. 31, 04019016 (2019)

    Article  Google Scholar 

  2. Courtial, M., De Noirfontaine, M.N., Dunstetter, F., Signes-Frehel, M., Mounanga, P., Cherkaoui, K., Khelidj, A.: Effect of polycarboxylate and crushed quartz in UHPC: microstructural investigation. Constr. Build. Mater. 44, 699–705 (2013)

    Article  Google Scholar 

  3. Yazici, H., Yiˇgiter, H., Karabulut, A.S., Baradan, B.: Utilization of fly ash and ground granulated blast furnace slag as an alternative silica source in reactive powder concrete. Fuel 87(12), 2401–2407 (2008)

    Article  Google Scholar 

  4. Tafraoui, A., Escadeillas, G., Lebaili, S., Vidal, T.: Metakaolin in the formulation of UHPC. Constr. Build. Mater. 23, 669e74 (2009)

    Article  Google Scholar 

  5. Shihada, S., Arafa, M.: Effects of silica fume, ultrafine and mixing sequences on properties of ultra-high-performance concrete. Asian J. Mater. Sci. 2, 137e46 (2010)

    Google Scholar 

  6. Van Tuan, N., Ye, G., Van Breugel, K., Fraaij, A.L.A., Bui, D.D.: The study of using rice husk ash to produce ultra-high-performance concrete. Constr. Build. Mater. 25(4), 2030–2035 (2011)

    Article  Google Scholar 

  7. Ahmad, S., Hakeem, I.Y., Maslehuddin, M.: Development of UHPC mixtures utilizing natural and industrial waste materials as partial replacements of silica fume and sand. Sci. World J. (2014). https://doi.org/10.1155/2014/713531

    Article  Google Scholar 

  8. Madurwar, M.V., Ralegaonkar, R.V., Mandavgane, S.A.: Application of agro waste for sustainable construction materials: a review. Constr. Build. Mater. 38, 872–878 (2013)

    Article  Google Scholar 

  9. Shettima, A.U., Hussin, M.W., Ahmad, Y., Mirza, J.: Evaluation of iron ore tailings as replacement for fine aggregate in concrete. Constr. Build. Mater. 120, 72–79 (2016)

    Article  Google Scholar 

  10. Karthikeyan, B., Kathyayini, R., Kumar, V.A., Uthra, V., Selvaraj, S.K.: Effect of dumped iron ore tailing waste as fine aggregate with steel and basalt fibre in improving the performance of concrete. Mater. Today Proc. 46, 7624–7632 (2021)

    Article  Google Scholar 

  11. Huang, X., Ranade, R., Ni, W., Li, V.C.: Development of green engineered cementitious composites using iron ore tailings as aggregates. Constr. Build. Mater. 44, 757–764 (2013)

    Article  Google Scholar 

  12. Liu, W.Y., Xu, X.L., An, Y.Y.: Study on the sprayed concrete with iron tailings. Adv. Mater. Res. 347–353, 1939–1943 (2011)

    Article  Google Scholar 

  13. Ahmed, T., Elchalakani, M., Basarir, H., Karrech, A., Sadrossadat, E., Yang, B.: Development of ECO-UHPC utilizing gold mine tailings as quartz sand alternative. Clean. Eng. Technol. 4, 100176 (2021)

    Article  Google Scholar 

  14. Gorai, B., Jana, R.K.: Characteristics and utilisation of copper slag—a review. Resour. Conserv. Recycl. 39(4), 299–313 (2003)

    Article  Google Scholar 

  15. Al-Jabri, K.S., Al-Saidy, A.H., Tanha, R.: Effect of copper slag as a fine aggregate on the properties of cement mortars and concrete. Constr. Build. Mater. 25(2), 933–938 (2011)

    Article  Google Scholar 

  16. Al-Jabri, K.S., Taha, R.A., Al-Hashmi, A., Al-Harthy, A.S.: Effect of copper slag and cement by-pass dust addition on mechanical properties of concrete. Constr. Build. Mater. 20(5), 322–331 (2006)

    Article  Google Scholar 

  17. Al-Jabri, K.S., Hissda, M., Al-Saidy, A.H., Al-Oraimi, S.K.: Performance of high strength concrete made with copper slag as fine aggregate. Constr. Build. Mater. 23, 2132–2140 (2009)

    Article  Google Scholar 

  18. Moura, W., Masuero, A., Dal Molin, D., Vilela, A.: Concrete performance with admixtures of electrical steel slag and copper slag concerning the mechanical properties. Am. Concr. Inst. 186, 81–100 (1999)

    Google Scholar 

  19. Zhang, Y., Zhu, Y., Qu, S., Kumar, A., Shao, X.: Improvement of flexural and tensile strength of layered-casting UHPC with aligned steel fibers. Constr. Build. Mater. 251, 118893 (2020)

    Article  Google Scholar 

  20. Hung, C.-C., Lee, H.-S., Chan, S.N.: Tension-stiffening effect in steel-reinforced UHPC composites: constitutive model and effects of steel fibers, loading patterns, and rebar sizes. Compos. Part B Eng. 158, 269–278 (2019)

    Article  Google Scholar 

  21. Xue, G., Yilmaz, E., Song, W., Cao, S.: Mechanical, flexural and microstructural properties of cement-tailings matrix composites: effects of fiber type and dosage. Compos. Part B Eng. 172, 131–142 (2019)

    Article  Google Scholar 

  22. Karthikeyan, B., Dhinakaran, G.: Influence of ultrafine TiO2 and silica fume on performance of unreinforced and fiber reinforced concrete. Constr. Build. Mater. 161, 570–576 (2018)

    Article  Google Scholar 

  23. Li, W., Huang, Z., Cao, F., Sun, Z., Shah, S.P.: Effects of nano-silica and nano limestone on flowability and mechanical properties of ultra-high performance concrete matrix. Constr. Build. Mater. 95, 366–374 (2015)

    Article  Google Scholar 

  24. Larena, A., Pinto, G.: The effect of surface roughness and crystallinity on the light scattering of polyethylene tubular blown films. Polym. Eng. Sci. 33(12), 742–747 (1993)

    Article  Google Scholar 

  25. Dhand, V., Mittal, G., Rhee, K.Y., Park, S.J., Hui, D.: A short review on basalt fiber reinforced polymer composites. Compos. Part B Eng. 73, 166–180 (2015)

    Article  Google Scholar 

  26. Karthikeyan, B., Subin, A., Muthulakshmi, T.: High strength concrete using ultra-fine TiO2 and basalt fiber—a study on mechanical and durability characteristics. Rom. J. Mater. 50(1), 51–58 (2020)

    Google Scholar 

  27. Gesoglu, M., Güneyisi, E., Muhyaddin, G.F., Asaad, D.S.: Strain hardening ultra-high-performance fiber reinforced cementitious composites: effect of fiber type and concentration. Compos. Part B Eng. 10, 74–83 (2016)

    Article  Google Scholar 

  28. Kang, S.-T., Choi, J.-I., Koh, K.-T., Lee, K.S., Lee, B.Y.: Hybrid effects of steel fiber and microfiber on the tensile behavior of ultra-high-performance concrete. Compos. Struct. 145, 37–42 (2016)

    Article  Google Scholar 

  29. Choi, J.-I., Lee, B.Y.: Bonding properties of basalt fiber and strength reduction according to fiber orientation. Materials 8(10), 6719–6727 (2015)

    Article  Google Scholar 

  30. IS 2720- Part 3: Determination of specific gravity. Bureau of Indian Standards, New Delhi (1980)

  31. Chan, Y., Chu, S.: Effect of silica fume on steel fibre bond characteristics in reactive powder concrete. Cem. Concr. Res. 34(7), 1167–1172 (2004)

    Article  Google Scholar 

  32. Xing, F., Huang, D., Cao, L., Deng, L.: Study on preparation technique for low-cost green reactive powder concrete. Key Eng. Mater. 302–303, 405–410 (2006)

    Article  Google Scholar 

  33. Ghafari. E., Costa, H., Julio, E.N.B.S.: Optimization of UHPC by adding nanomaterials. In: 3rd International Conference on Ultra High-Performance Concrete, vol. 26, pp. 1061652 (2012)

  34. Rong, Z., Sun, W., Xiao, H., Jiang, G.: Effects of nano-SiO2 particles on the mechanical and micro structural properties of ultra-high performance cementitious composites. Cem. Concr. Compos. 56, 25–31 (2015)

    Article  Google Scholar 

  35. Yu, R., Spiesz, P., Brouwers, H.J.H.: Effect of nano-silica on the hydration and microstructure development of ultra-high-performance concrete (UHPC) with a low binder amount. Constr. Build. Mater. 65, 140–150 (2014)

    Article  Google Scholar 

  36. IS: 2386 (Part-III): Specific gravity, density, voids, absorption and bulking. Bureau of Indian Standards, New Delhi (1963)

  37. IS: 460 (Part-1): Wire cloth test sieves. Bureau of Indian Standards, New Delhi (1985)

  38. Richard, P., Cheyrezy, M.: Composition of reactive powder concretes. Cem. Concr. Res. 25, 1501–1511 (1995)

    Article  Google Scholar 

  39. Shi, C., Wu, Z., Xiao, J., Wang, D., Huang, Z., Fang, Z.: A review on ultra-high-performance concrete: part I. Raw Mater. Mix. Des. Constr. Build. Mater. 101, 741–751 (2015)

    Article  Google Scholar 

  40. Wille, K., Naaman, A., Montesinos, G.: Ultra-high-performance concrete with compressive strength exceeding 150 MPa (22 ksi): a simpler way. ACI Mater. J. 108(1), 46–54 (2011)

    Google Scholar 

  41. Graybeal, B.: Compressive behaviour of ultra-high-performance fibre-reinforced concrete. ACI Mater. J. 104(2), 146–152 (2007)

    Google Scholar 

  42. Zain, M.F.M., Radin, S.S.: Physical properties of high-performance concrete with admixtures to a medium temperature range 20 °C to 50 °C. Cem. Concr. Res. 30, 1283–1287 (2000)

    Article  Google Scholar 

  43. Zhao, S., Fan, J., Sun, W.: Utilization of iron ore tailings as fine aggregate in ultra-high-performance concrete. Constr. Build. Mater. 50, 540–548 (2014)

    Article  Google Scholar 

  44. Goyal, S., Singh, K., Hussain, A., Singh, P.R.: Study on partial replacement of sand with iron ore tailing on compressive strength of concrete. Int. J. Res. Eng. Adv. Technol. 3(2) (2015)

  45. Donza, H., Carera, O., Irassar, E.F.: High-strength concrete with different fine aggregate. Cem. Concr. Res. 32, 1755–1761 (2002)

    Article  Google Scholar 

  46. Thomas, B.S., Damare, A., Gupta, R.C.: Strength and durability characteristics of copper tailing concrete. Constr. Build. Mater. 48, 894–900 (2013)

    Article  Google Scholar 

  47. Ambily, P., Umarani, C., Ravisankar, K., Prem, P.R., Bharatkumar, B., Iyer, N.R.: Studies on ultra-high-performance concrete incorporating copper slag as fine aggregate. Constr. Build. Mater. 77, 233–240 (2015)

    Article  Google Scholar 

  48. Yang, R., Yu, R., Shui, Z., Guo, C., Wu, S., Gao, X., Peng, S.: The physical and chemical impact of manufactured sand as a partial replacement material in ultra-high-performance concrete (UHPC). Cem. Concr. Compos. 99, 203–213 (2019)

    Article  Google Scholar 

  49. Park, J.J., Yoo, D.Y., Kim, S., Kim, S.W.: Benefits of synthetic fibers on the residual mechanical performance of UHPFRC after exposure to ISO standard fire. Cem. Concr. Compos. 104, 103401 (2019)

    Article  Google Scholar 

  50. Yan, P., Chen, B., Afgan, S., Haque, M.A., Wu, M., Han, J.: Experimental research on ductility enhancement of ultra-high performance concrete incorporation with basalt fibre, polypropylene fibre and glass fibre. Constr. Build. Mater. 279, 122489 (2021)

    Article  Google Scholar 

  51. Rui, Y., Kangning, L., Tianyi, Y., Liwen, T., Mengxi, D., Zhonghe, S.: Comparative study on the effect of steel and polyoxymethylene fibers on the characteristics of ultra-high-performance concrete (UHPC). Cem. Concr. Compos. (2022). https://doi.org/10.1016/j.cemconcomp.2022.104418

    Article  Google Scholar 

  52. Ravichandran, D., Prem, P.R., Kaliyavaradhan, S.K., Ambily, P.S.: Influence of fibers on fresh and hardened properties of ultra high performance concrete (UHPC)—a review. J. Build. Eng. 57, 104922 (2022)

    Article  Google Scholar 

  53. Hannawi, K., Bian, H., Prince-Agbodjan, W., Raghavan, B.: Effect of different types of fibers on the microstructure and the mechanical behavior of ultra-high-performance fiber-reinforced concretes. Compos. Part B 86, 214–220 (2016)

    Article  Google Scholar 

  54. Jabbar, A.M., Hamood, M.J., Mohammed, D.H.: The effect of using basalt fibers compared to steel fibers on the shear behavior of ultra-high performance concrete T-beam. Case Stud. Constr. Mater. 15, e00702 (2021)

    Google Scholar 

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Magdalene, P.S., Raj, P., Priya, G. et al. Experimental study and statistical validation of UHSM made with industrial wastes and hybrid fibres. Int J Interact Des Manuf 17, 3133–3148 (2023). https://doi.org/10.1007/s12008-023-01382-w

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  • DOI: https://doi.org/10.1007/s12008-023-01382-w

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