The effects on behaviour of latex concrete with variation of water cement ratio / Wan Shukri Wan Yaacob

The present study inquired into the effects on behaviour of latex concrete with variation of water cement ratio. A grade 30 concrete was designed at varying water cement ratio of 0.3, 0.35, 0.4, 0.45, 0.5, 0.55 and 0.6 and 10 per cent latex was added in the mix. Latex is considered to comprise 40 pe...

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Main Author: Wan Yaacob, Wan Shukri
Format: Thesis
Language:English
Published: 1997
Online Access:https://ir.uitm.edu.my/id/eprint/102601/2/102601.pdf
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spelling my-uitm-ir.1026012024-09-28T22:58:29Z The effects on behaviour of latex concrete with variation of water cement ratio / Wan Shukri Wan Yaacob 1997 Wan Yaacob, Wan Shukri The present study inquired into the effects on behaviour of latex concrete with variation of water cement ratio. A grade 30 concrete was designed at varying water cement ratio of 0.3, 0.35, 0.4, 0.45, 0.5, 0.55 and 0.6 and 10 per cent latex was added in the mix. Latex is considered to comprise 40 per cent water and 60 per cent solid and the water content in latex is included as free water in the water cement ratio. While the solid particles as partial replacement of fine aggregate. The previous studies have revealed that by using certain amount of latex in concrete the compressive strength is reduced, having an improvement in workability and decreasing in absorptivity. It has been established that using low water cement ratio in concrete increased the strength of normal concrete moreover improve the strength of latex concrete. The flexural strength, compressive strength and absorptivity were tested and compared with normal concrete after samples have been cured after 28 days 1997 Thesis https://ir.uitm.edu.my/id/eprint/102601/ https://ir.uitm.edu.my/id/eprint/102601/2/102601.pdf text en public degree Universiti Teknologi MARA (UiTM) Faculty of Civil Engineering
institution Universiti Teknologi MARA
collection UiTM Institutional Repository
language English
description The present study inquired into the effects on behaviour of latex concrete with variation of water cement ratio. A grade 30 concrete was designed at varying water cement ratio of 0.3, 0.35, 0.4, 0.45, 0.5, 0.55 and 0.6 and 10 per cent latex was added in the mix. Latex is considered to comprise 40 per cent water and 60 per cent solid and the water content in latex is included as free water in the water cement ratio. While the solid particles as partial replacement of fine aggregate. The previous studies have revealed that by using certain amount of latex in concrete the compressive strength is reduced, having an improvement in workability and decreasing in absorptivity. It has been established that using low water cement ratio in concrete increased the strength of normal concrete moreover improve the strength of latex concrete. The flexural strength, compressive strength and absorptivity were tested and compared with normal concrete after samples have been cured after 28 days
format Thesis
qualification_level Bachelor degree
author Wan Yaacob, Wan Shukri
spellingShingle Wan Yaacob, Wan Shukri
The effects on behaviour of latex concrete with variation of water cement ratio / Wan Shukri Wan Yaacob
author_facet Wan Yaacob, Wan Shukri
author_sort Wan Yaacob, Wan Shukri
title The effects on behaviour of latex concrete with variation of water cement ratio / Wan Shukri Wan Yaacob
title_short The effects on behaviour of latex concrete with variation of water cement ratio / Wan Shukri Wan Yaacob
title_full The effects on behaviour of latex concrete with variation of water cement ratio / Wan Shukri Wan Yaacob
title_fullStr The effects on behaviour of latex concrete with variation of water cement ratio / Wan Shukri Wan Yaacob
title_full_unstemmed The effects on behaviour of latex concrete with variation of water cement ratio / Wan Shukri Wan Yaacob
title_sort effects on behaviour of latex concrete with variation of water cement ratio / wan shukri wan yaacob
granting_institution Universiti Teknologi MARA (UiTM)
granting_department Faculty of Civil Engineering
publishDate 1997
url https://ir.uitm.edu.my/id/eprint/102601/2/102601.pdf
_version_ 1811769227872305152