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https://ptsldigital.ukm.my/jspui/handle/123456789/578129
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DC Field | Value | Language |
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dc.contributor.author | Nor Umairah Abd Rahim | |
dc.contributor.author | Mohd Fadzil Arshad (UiTM) | |
dc.date.accessioned | 2023-11-06T02:58:37Z | - |
dc.date.available | 2023-11-06T02:58:37Z | - |
dc.date.issued | 2017-05 | |
dc.identifier.issn | 0128-7680 | |
dc.identifier.other | ukmvital:97328 | |
dc.identifier.uri | https://ptsldigital.ukm.my/jspui/handle/123456789/578129 | - |
dc.description | Ordinary Portland Cement (OPC) is widely used by the construction industry. Research to find the precise proportion of cement replacement material which can be used to produce a product called Ternary Blended Cement (TBC) is not new. The objective of this study is to determine the effect of POFA and SF as TBC on the heat of hydration and compressive strength of mortar. Before producing TBC, specimens using BBC is required. Mix design proportion for POFA and SF are 5%, 10%, 15%, and 20%. Mix design proportion TBC are chose from the highest compressive strength value achieved at 7 days of curing. This research found the heat of hydration of TBC containing 20% POFA and 5% SF is high in the beginning to drop at the end of hydration process in addition to producing lower compressive strength. | |
dc.language.iso | en | |
dc.publisher | Universiti Putra Malaysia Press | |
dc.relation.haspart | Pertanika Journals | |
dc.relation.uri | http://www.pertanika.upm.edu.my/regular_issues.php?jtype=2&journal=JST-25-S-5 | |
dc.rights | UKM | |
dc.subject | BBC | |
dc.subject | Compressive strength | |
dc.subject | Heat of hydration | |
dc.title | The effects of POFA and sf as TBC binder on the heat of hydration and compressive strength of mortar | |
dc.type | Journal Article | |
dc.format.volume | 25 | |
dc.format.pages | 163-168 | |
dc.format.issue | Special Issue | |
Appears in Collections: | Journal Content Pages/ Kandungan Halaman Jurnal |
Files in This Item:
File | Description | Size | Format | |
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ukmvital_97328+Source01+Source010.PDF | 490.63 kB | Adobe PDF | View/Open |
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