4.7 Article

Utilization of surface-modified fly ash cenosphere waste as an internal curing material to intensify concrete performance

Journal

JOURNAL OF CLEANER PRODUCTION
Volume 358, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.jclepro.2022.132042

Keywords

Cenosphere waste; Surface modification; Internal curing; Pozzolanic reactivity; Concrete

Funding

  1. National Natural Science Foundation of China [51922079, 61911530160]
  2. Natural Science Foundation of Jiangsu Province of China [BK20190604]
  3. Innovation and Entrepreneurship Talents Program of Jiangsu Province
  4. Shanghai Education Development Foundation
  5. Shanghai Municipal Education Commission [21SG24]
  6. Jiangsu Planned Projects for Postdoctoral Research Funds [2020Z327]
  7. Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University [K202002]
  8. Key Research Project from Shanxi Transportation Holdings Group [19-JKKJ-1]
  9. Fundamental Research Funds for the Central University

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This study explores the utilization of fly ash cenosphere as an internal curing material in concrete to partially replace cement. An improved surface modification process is proposed to enhance the water desorption characteristics of the cenosphere, resulting in improved mechanical properties of the concrete.
Fly ash cenosphere, as one of the coal-burning related industrial wastes, causes significant negative consequences to the environment. Therefore, it is necessary to explore an ecological way to take full advantage of the cenosphere. In this study, the utilization of the cenosphere as an internal curing material to partially replace cement in concrete was evaluated. An improved surface modification process was proposed to remove the glassy-phase on top of the cenosphere. It was proved to be effective given that excellent water desorption characteristics were obtained in a practical relative humidity variation in the concrete simulated with saturated salt solutions. The surface-treated cenosphere was identified as a performance enhancer to concrete mechanical properties given that an increase of 7.07% and 6.85% in compressive and flexural strength, respectively, was observed. Due to the coupling effect of the internal curing and pozzolanic reactivity of cenospheres, a significant amount of C-S-H gel with a low Ca/Si ratio and tight bond between cenospheres and surrounding pastes were characterized through SEM-EDS and XRD investigations, leading to a strengthened microstructure. This study demonstrated that the surface-modified cenosphere could be utilized as an internal curing material to benefit the concrete performance.

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