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Towards Efficient Use of Cement in Ultra High Performance Concrete

Autor(en): (M.Sc, Assistant Professor, PhD Candidate, Department of Engineering sciences, Faculty of Engineering and Science , University of Agder , Jon Lilletuns vei 9, 4879 Grimstad)
(Professor, Department of Engineering sciences, Faculty of Engineering and Science , University of Agder , Jon Lilletuns vei 9, 4879 Grimstad)
Medium: Fachartikel
Sprache(n): Englisch
Veröffentlicht in: Nordic Concrete Research, , n. 2, v. 65
Seite(n): 81-105
DOI: 10.2478/ncr-2021-0017
Abstrakt:

This paper presents an investigation on substituting the cement content with an inert material, in a typical locally produced UHPC mix. A structured literature review was performed to enrichen the discussion and to benchmark the results towards already reported investigations in the research society. Investigations on cement substitution in UHPC are frequently reported. However, usually the cement is substituted with other binding materials – often pozzolanic by-products from other industries. Reports from investigations on the use of inert materials for cement substitution in UHPC seem scarce.

An experimental program that included a total of 210 test specimens was executed. This program included evaluating several questions embedded to the problem on how to substitute cement while keeping all other variables constant.

It is concluded that up to 40% of the cement can be substituted with an inert material, without significantly changing the flexural tensile strength or compressive strength of the hardened UHPC. Two preconditions were caretaken: the particle packing was maintained by securing that the substitution material had a Particle Size Distribution (PSD) near identical to the cement and that the water balance was maintained through preconditioning of the substitution material. Suggestions are made for improving benchmarking.

Structurae kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen. Der Volltext ist beim Verlag erhältlich über die DOI: 10.2478/ncr-2021-0017.
  • Über diese
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  • Reference-ID
    10705813
  • Veröffentlicht am:
    19.02.2023
  • Geändert am:
    19.02.2023
 
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