Development of a Framework to Provide Concrete with a Low Carbon Footprint and Enhanced Resistance Against ASR-Induced Development

Diego Jesus De Souza, Anne Heisig, Alisa Machner, Wolfgang Kunther, Leandro Sanchez

Research output: Chapter in Book/Report/Conference proceedingChapterpeer-review

Abstract

The concrete industry needs to find cost-effective technologies to reduce the carbon footprint of its products. At the same time, these technologies should not reduce the concrete performance, including long-term durability. The great demand for concrete and the expected shortages of high-quality aggregates (e.g., ASR resistant) in the coming years will enhance the probability of using inferior raw materials that will reduce the lifespan of concrete infrastructures. This study aims to develop a new approach taking the chemical composition of the binder into account for the concrete mix-design toward the mitigation of ASR, while reducing the carbon footprint and cost of concrete. In this work, blended cements that fall into the “safe” combination of CaO, SiO2, and Al2O3 (main oxides in cementitious materials) with regard to ASR were tested for their mechanical properties and resistance to expansion upon ASR. The data gathered demonstrate promising results on using the proposed ternary oxides approach: by comparing the effect of the different portions of Al2O3, SiO2, and CaO it was demonstrated that the higher the content of either Al2O3, SiO2, or both, the lower ASR-induced expansion development. Yet, keeping the amount of CaO constant, the results suggest that mixtures with a higher amount of SiO2 than Al2O3 tend to be more efficient in mitigating ASR. The results provide interesting data to help in the decision making to select the best options (i.e., the combination of different SCMs and their quantities) to apply in concrete structures exposed to ASR development.

Original languageEnglish
Title of host publicationRILEM Bookseries
PublisherSpringer Science and Business Media B.V.
Pages784-795
Number of pages12
DOIs
StatePublished - 2023

Publication series

NameRILEM Bookseries
Volume44
ISSN (Print)2211-0844
ISSN (Electronic)2211-0852

Keywords

  • alkali-silica reaction
  • assessment of ASR-induced expansion
  • durability of concrete
  • preventive measures

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