Inclusion of nano metakaolin as additive in ultra high performance concrete (UHPC)

The utilisation of nano particles to enhance concrete can be seen in its densification and refining. In this study, nano metakaolined UHPC mixes were used as an additive range of 1%, 3%, 5%, 7%, 9% and 10% from cement weight. All UHPC specimens were compared to the plain UHPC and metakaolined UHPC m...

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发表在:Construction and Building Materials
主要作者: 2-s2.0-84992482495
格式: 文件
语言:English
出版: Elsevier Ltd 2016
在线阅读:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84992482495&doi=10.1016%2fj.conbuildmat.2016.09.127&partnerID=40&md5=4444e23a4dabca5a649566ba66bb5549
id Muhd Norhasri M.S.; Hamidah M.S.; Mohd Fadzil A.; Megawati O.
spelling Muhd Norhasri M.S.; Hamidah M.S.; Mohd Fadzil A.; Megawati O.
2-s2.0-84992482495
Inclusion of nano metakaolin as additive in ultra high performance concrete (UHPC)
2016
Construction and Building Materials
127

10.1016/j.conbuildmat.2016.09.127
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84992482495&doi=10.1016%2fj.conbuildmat.2016.09.127&partnerID=40&md5=4444e23a4dabca5a649566ba66bb5549
The utilisation of nano particles to enhance concrete can be seen in its densification and refining. In this study, nano metakaolined UHPC mixes were used as an additive range of 1%, 3%, 5%, 7%, 9% and 10% from cement weight. All UHPC specimens were compared to the plain UHPC and metakaolined UHPC mixes. The effect of nano metakaolined UHPC was evaluated in the forms of workability in fresh state, strength property and the morphology of the microstructure in the UHPC. The determination of the fresh property was conducted by a workability test. Meanwhile, the strength property was conducted by compressive strength in 3, 7 and 28 days. Next, the morphology in the UHPC microstructure was analysed by Scanning Electron Microscope (SEM). The uniqueness and difference morphology formation was analysed and compared to the plain UHPC. It can then be concluded that the nano metakaolined UHPC mix contributed to a low workability effect due to its clay properties and ultrafine size as compared to the OPC and metakaolin. The inclusion of nano metakaolin in UHPC shows similar compressive strength at early age but gradually increased at later ages as compared to the plain UHPC and metakaolined UHPC. © 2016 Elsevier Ltd
Elsevier Ltd
9500618
English
Article

author 2-s2.0-84992482495
spellingShingle 2-s2.0-84992482495
Inclusion of nano metakaolin as additive in ultra high performance concrete (UHPC)
author_facet 2-s2.0-84992482495
author_sort 2-s2.0-84992482495
title Inclusion of nano metakaolin as additive in ultra high performance concrete (UHPC)
title_short Inclusion of nano metakaolin as additive in ultra high performance concrete (UHPC)
title_full Inclusion of nano metakaolin as additive in ultra high performance concrete (UHPC)
title_fullStr Inclusion of nano metakaolin as additive in ultra high performance concrete (UHPC)
title_full_unstemmed Inclusion of nano metakaolin as additive in ultra high performance concrete (UHPC)
title_sort Inclusion of nano metakaolin as additive in ultra high performance concrete (UHPC)
publishDate 2016
container_title Construction and Building Materials
container_volume 127
container_issue
doi_str_mv 10.1016/j.conbuildmat.2016.09.127
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-84992482495&doi=10.1016%2fj.conbuildmat.2016.09.127&partnerID=40&md5=4444e23a4dabca5a649566ba66bb5549
description The utilisation of nano particles to enhance concrete can be seen in its densification and refining. In this study, nano metakaolined UHPC mixes were used as an additive range of 1%, 3%, 5%, 7%, 9% and 10% from cement weight. All UHPC specimens were compared to the plain UHPC and metakaolined UHPC mixes. The effect of nano metakaolined UHPC was evaluated in the forms of workability in fresh state, strength property and the morphology of the microstructure in the UHPC. The determination of the fresh property was conducted by a workability test. Meanwhile, the strength property was conducted by compressive strength in 3, 7 and 28 days. Next, the morphology in the UHPC microstructure was analysed by Scanning Electron Microscope (SEM). The uniqueness and difference morphology formation was analysed and compared to the plain UHPC. It can then be concluded that the nano metakaolined UHPC mix contributed to a low workability effect due to its clay properties and ultrafine size as compared to the OPC and metakaolin. The inclusion of nano metakaolin in UHPC shows similar compressive strength at early age but gradually increased at later ages as compared to the plain UHPC and metakaolined UHPC. © 2016 Elsevier Ltd
publisher Elsevier Ltd
issn 9500618
language English
format Article
accesstype
record_format scopus
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