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Author:

Zhou, Y. (Zhou, Y..) | Guan, Q. (Guan, Q..) | Leng, F. (Leng, F..) | Wang, J. (Wang, J..) | Li, T. (Li, T..)

Indexed by:

EI Scopus SCIE

Abstract:

To promote the production and application of artificial aggregates, save natural sand resources and protect the ecological environment, we evaluated the feasibility of using spherical porous functional aggregates (SPFAs) formed by basalt saw mud under autoclave curing in ordinary structural concrete. In our work, two types of prewetted functional aggregates were taken as replacements for natural aggregates with different volume substitution rates (0%, 5%, 10%, 15%, 20%, 25%, and 30%) in the preparation of ordinary structural concrete with water-to-binder ratios (W/B) of 0.48 and 0.33. The effects of the functional aggregate properties and content, W/B, and curing age on the fluidity, density, mechanical properties and autogenous shrinkage of ordinary concrete were analyzed. The experimental results showed that the density of concrete declined at a rate of not more than 5%, and the 28 d compressive strength could reach 31.0–68.2 MPa. Low W/B, long curing age and high-quality functional aggregates were conducive to enhancing the mechanical properties of SPFAs concrete. Through the rolling effects, SPFAs can optimize the particle gradation of aggregate systems and improve the fluidity of concrete, and the water stored inside SPFAs provides an internal curing effect, which prolongs the cement hydration process and considerably reduces the autogenous shrinkage of concrete. SPFAs exhibits high strength and high density, as well as being more cost-effective and ecological, and is expected to be widely employed in ordinary structural concrete. © Wuhan University of Technology and Springer-Verlag GmbH Germany, Part of Springer Nature 2024.

Keyword:

fly ash basalt saw mud internal curing environmentally friendly lightweight concrete civil concrete building

Author Community:

  • [ 1 ] [Zhou Y.]Faculty of Architecture, Civil and Transportation Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Zhou Y.]Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 10012, China
  • [ 3 ] [Guan Q.]School of Materials Science and Engineering, Southeast University, Nanjing, 211189, China
  • [ 4 ] [Leng F.]Institute of Building Materials, China Academy of Building Research, Beijing, 100013, China
  • [ 5 ] [Leng F.]State Key Laboratory of Building Safety and Built Environment, Beijing, 100013, China
  • [ 6 ] [Wang J.]Institute of Building Materials, China Academy of Building Research, Beijing, 100013, China
  • [ 7 ] [Wang J.]State Key Laboratory of Building Safety and Built Environment, Beijing, 100013, China
  • [ 8 ] [Li T.]Zhejiang Chinavigor E.P. Technology Co., Ltd., Zhejiang, 315043, China

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Source :

Journal Wuhan University of Technology, Materials Science Edition

ISSN: 1000-2413

Year: 2024

Issue: 2

Volume: 39

Page: 364-375

1 . 6 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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