Development and analysis of high-performance green concrete in the urban infrastructure

Mark Reiner, Stephan A. Durham, Kevin L. Rens

Research output: Contribution to journalArticlepeer-review

10 Scopus citations

Abstract

Cement production accounts for approximately 5% of total global CO2 emissions from all human activities. In addition, the consumption of virgin aggregates for concrete infrastructure has created virgin material scarcity issues in many areas of the USA. High-performance green concrete (HPGC) with fly ash and recycled aggregates can help reduce the demand for material inputs and reduce pollution outputs associated with bulk material flow of urban concrete. Structural and durability tests showed that HPGC containing fly ash and 50% recycled aggregate (100% of the coarse aggregate fraction) performed equally or better than 100% ordinary Portland cement concrete with the same cementitious content. Durability improvements were more significant with Class F than Class C fly ash. For both Class F and Class C fly ash, greater per cent replacement of Portland cement with fly ash led to slower and lower strength gain, but still within acceptable strength criteria for Colorado Department of Transportation Class B concrete. This paper quantifies the sustainability of HPGC in urban infrastructure by addressing structural performance, environmental, economic and resource depletion impacts.

Original languageEnglish (US)
Pages (from-to)198-210
Number of pages13
JournalInternational Journal of Sustainable Engineering
Volume3
Issue number3
DOIs
StatePublished - Aug 13 2010

Keywords

  • Durability
  • Fly ash
  • Green concrete
  • Green engineering
  • High-performance concrete
  • Life-cycle assessment

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