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Pyo, Sukhoon
Innovative Materials for Construction and Transportation Lab.
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Abrasion resistance of ultra high performance concrete incorporating coarser aggregate

Author(s)
Pyo, SukhoonAbate, Selamu YihuneKim, Hyeong-Ki
Issued Date
2018-03
DOI
10.1016/j.conbuildmat.2018.01.036
URI
https://scholarworks.unist.ac.kr/handle/201301/25717
Fulltext
https://www.sciencedirect.com/science/article/pii/S0950061818300369?via%3Dihub
Citation
CONSTRUCTION AND BUILDING MATERIALS, v.165, pp.11 - 16
Abstract
This experimental study was conducted to evaluate the abrasion resistance of ultra high performance concrete (UHPC) that incorporated pre-selected coarser aggregates. The aggregates were selected based on their properties and local availability. In addition, coal bottom ash powder was also used with coarser aggregates as a replacement for silica powder. The examination was made according to the ASTM C 944 test method and the results were determined and presented as mass loss and depth of abrasion. All the results from the tests reveal the excellent abrasion resistance of UHPC; however, when compared to each other, the UHPC with coarser aggregates shows a lower abrasion resistance than the UHPC with no coarser aggregates.
Publisher
ELSEVIER SCI LTD
ISSN
0950-0618
Keyword (Author)
Ultra high performance concrete (UHPC)Abrasion resistanceRotating-cutter methodCoarser aggregates
Keyword
HIGH-STRENGTH CONCRETEMECHANICAL-PROPERTIESFLY-ASHDURABILITYCOMPRESSIONROCKS

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