Comparison of different curing method for mechanical properties of self-curing agent using diapers polymer

Curing concrete is actually maintaining the moisture content as long as possible in order for concrete to develop its hardening properties during its early stages. However, good curing is rarely to occur and that's due to lack of knowledge by workers at site and shortage of water at the site ar...

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Main Authors: Mohamad D., Beddu S., Ibrahim K.S., Zainoddin M., Sapuan W.K.M.
Other Authors: 57200335404
Format: Conference Paper
Published: American Institute of Physics Inc. 2023
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spelling my.uniten.dspace-262122023-05-29T17:07:50Z Comparison of different curing method for mechanical properties of self-curing agent using diapers polymer Mohamad D. Beddu S. Ibrahim K.S. Zainoddin M. Sapuan W.K.M. 57200335404 55812080500 57210246093 57202388764 57204800547 Curing concrete is actually maintaining the moisture content as long as possible in order for concrete to develop its hardening properties during its early stages. However, good curing is rarely to occur and that's due to lack of knowledge by workers at site and shortage of water at the site area. Therefore, to investigate and produce a self-curing concrete that relays on itself in curing without the need of an outer source of water as a curing agent with a similar performance of a normal concrete using external water as a source of curing agent. This paper is investigating the effect of baby diapers as a self-curing agent. The mix design consists of high strength ordinary Portland cement with a grade of 52.5 along with coarse aggregate and washed river sand as a fine aggregate mixed along with silica fume to enhance the strength of concrete side by side with super-plasticizer to improve the workability of concrete, with the addition of baby diapers. Mix proportion has been divided into 4 mix with different proportion of baby diapers acting as the changeable variable while the rest of the components is fixed, the 4 mixes are said to be Control Mix (CM), 1% of baby diapers polymer, 2% of baby diapers polymer, and 3% of baby diapers polymer. In order to have a fair comparison in an equal number of cubes, cylinders, and prisms are molded and distributed equally to be tested under 3 different situations which are curing tank, room temperature, and sun-dry. The results can be concluded that the optimum baby-diapers ratio to be used is 1% and the optimum curing condition is said to be room-temperature as it gave the highest compressive strength and split tensile strength. � 2021 American Institute of Physics Inc.. All rights reserved. Final 2023-05-29T09:07:50Z 2023-05-29T09:07:50Z 2021 Conference Paper 10.1063/5.0044593 2-s2.0-85105627688 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85105627688&doi=10.1063%2f5.0044593&partnerID=40&md5=ddfeafcc16af5cff004e1d2d695387c8 https://irepository.uniten.edu.my/handle/123456789/26212 2339 20252 American Institute of Physics Inc. Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
description Curing concrete is actually maintaining the moisture content as long as possible in order for concrete to develop its hardening properties during its early stages. However, good curing is rarely to occur and that's due to lack of knowledge by workers at site and shortage of water at the site area. Therefore, to investigate and produce a self-curing concrete that relays on itself in curing without the need of an outer source of water as a curing agent with a similar performance of a normal concrete using external water as a source of curing agent. This paper is investigating the effect of baby diapers as a self-curing agent. The mix design consists of high strength ordinary Portland cement with a grade of 52.5 along with coarse aggregate and washed river sand as a fine aggregate mixed along with silica fume to enhance the strength of concrete side by side with super-plasticizer to improve the workability of concrete, with the addition of baby diapers. Mix proportion has been divided into 4 mix with different proportion of baby diapers acting as the changeable variable while the rest of the components is fixed, the 4 mixes are said to be Control Mix (CM), 1% of baby diapers polymer, 2% of baby diapers polymer, and 3% of baby diapers polymer. In order to have a fair comparison in an equal number of cubes, cylinders, and prisms are molded and distributed equally to be tested under 3 different situations which are curing tank, room temperature, and sun-dry. The results can be concluded that the optimum baby-diapers ratio to be used is 1% and the optimum curing condition is said to be room-temperature as it gave the highest compressive strength and split tensile strength. � 2021 American Institute of Physics Inc.. All rights reserved.
author2 57200335404
author_facet 57200335404
Mohamad D.
Beddu S.
Ibrahim K.S.
Zainoddin M.
Sapuan W.K.M.
format Conference Paper
author Mohamad D.
Beddu S.
Ibrahim K.S.
Zainoddin M.
Sapuan W.K.M.
spellingShingle Mohamad D.
Beddu S.
Ibrahim K.S.
Zainoddin M.
Sapuan W.K.M.
Comparison of different curing method for mechanical properties of self-curing agent using diapers polymer
author_sort Mohamad D.
title Comparison of different curing method for mechanical properties of self-curing agent using diapers polymer
title_short Comparison of different curing method for mechanical properties of self-curing agent using diapers polymer
title_full Comparison of different curing method for mechanical properties of self-curing agent using diapers polymer
title_fullStr Comparison of different curing method for mechanical properties of self-curing agent using diapers polymer
title_full_unstemmed Comparison of different curing method for mechanical properties of self-curing agent using diapers polymer
title_sort comparison of different curing method for mechanical properties of self-curing agent using diapers polymer
publisher American Institute of Physics Inc.
publishDate 2023
_version_ 1806427810565193728
score 13.188404