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Pyo, Sukhoon
Innovative Materials for Construction and Transportation Lab.
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The Role of Supplementary Cementitious Materials (SCMs) in Ultra High Performance Concrete (UHPC): A Review

Author(s)
Park, SungwooWu, SiyuLiu, ZhichaoPyo, Sukhoon
Issued Date
2021-03
DOI
10.3390/ma14061472
URI
https://scholarworks.unist.ac.kr/handle/201301/52663
Fulltext
https://www.mdpi.com/1996-1944/14/6/1472
Citation
MATERIALS, v.14, no.6, pp.1472
Abstract
Although ultra high-performance concrete (UHPC) has great performance in strength and durability, it has a disadvantage in the environmental aspect; it contains a large amount of cement that is responsible for a high amount of CO2 emissions from UHPC. Supplementary cementitious materials (SCMs), industrial by-products or naturally occurring materials can help relieve the environmental burden by reducing the amount of cement in UHPC. This paper reviews the effect of SCMs on the properties of UHPC in the aspects of material properties and environmental impacts. It was found that various kinds of SCMs have been used in UHPC in the literature and they can be classified as slag, fly ash, limestone powder, metakaolin, and others. The effects of each SCM are discussed mainly on the early age compressive strength, the late age compressive strength, the workability, and the shrinkage of UHPC. It can be concluded that various forms of SCMs were successfully applied to UHPC possessing the material requirement of UHPC such as compressive strength. Finally, the analysis on the environmental impact of the UHPC mix designs with the SCMs is provided using embodied CO2 generated during the material production.
Publisher
MDPI
ISSN
1996-1944
Keyword (Author)
ultra high-performance concrete (UHPC)supplementary cementitious materials (SCMs)sustainabilitycompressive strengthflowabilityshrinkage

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