4.7 Article

Effect of multi-minerals on the mechanical behavior and pore structure of fiber reinforced internal-cured green concrete

期刊

JOURNAL OF CLEANER PRODUCTION
卷 359, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.jclepro.2022.132075

关键词

Green concrete; Multi-minerals; Basalt-polypropylene fibers; Internal curing; Concrete performance; CO( 2 )emissions

资金

  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. Shuguang Program
  5. Shanghai Education Development Foundation [21SG24]
  6. Shanghai Municipal Education Commission [21SG24]
  7. Jiangsu Planned Projects for Postdoctoral Research Funds [2020Z327]
  8. Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University [K202002]
  9. Key Research Project from Shanxi Transportation Holdings Group [19-JKKJ-1]
  10. Fundamental Research Funds for the Central University

向作者/读者索取更多资源

In this study, multi-minerals were incorporated in fiber reinforced internal-cured green concrete (FRICC) to improve concrete performance and achieve environmental sustainability. The addition of multi-minerals enhanced the strength, anti-cracking performance, and pore structure of FRICC. FRICC with a ternary mix of minerals exhibited the best mechanical performance and pore structure, and also reduced CO2 emissions.
In this study, multi-minerals were incorporated in fiber reinforced internal-cured green concrete (FRICC) to achieve both an improvement in concrete performance and environmental sustainability. The effect of multi minerals on FRICC with pre-wetted lightweight fine aggregate (LWFA) and basalt-polypropylene (BF-PF) fiber was investigated through examining compressive and flexural strengths, flexural toughness, microstructure, pore structure and CO2 emissions. In comparison to ordinary concrete (mixture PO), FRICC presented good flexural performance but a decreased compressive behavior with an increase of 20.5% in flexural strength and a minor decrease of 1.6% in compressive strength. With the addition of multi-minerals, an enhancement in fiber strengthening and anti-cracking performance was achieved, presenting a positive effect on concrete's strengths, post-cracking manner and pore structure. The internal curing of pre-wetted LWFA stimulated the pozzolanic reaction of minerals given that a denser microstructure with less porosity and more C-S-H gel effectively bound with aggregates and BF-PF fiber was identified. FRICC with a ternary mix of minerals (10% fly ash, 10% blast furnace slag and 5% metakaolin) exhibited the best mechanical performance and pore structure with an increase of 19.6% and 19.2% in compressive and flexural strength, respectively, and a decrease of 29.3% and 13.6% in porosity and mean pore diameter, respectively. Additionally, a reduction in CO2 emissions of up to 19.7% was achieved through adding multi-minerals. In general, the incorporation of multi-minerals brings positive consequences to both the performance of FRICC and environmental sustainability.

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