Rice husk ash and sewage sludge ash as sustainable replacement material for concrete

The development of supplementary cementitious materials (SCMs) has become essential in the advancement of low-cost construction materials for production of self-sufficient housing especially in developing countries. The use of these SCMs as admixtures not only improves concrete properties but protec...

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Published in:Journal of Physics: Conference Series
Main Author: Tutur N.; Dahalan N.H.; Rosseli S.R.; Johari M.A.
Format: Conference paper
Language:English
Published: Institute of Physics Publishing 2019
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85077795926&doi=10.1088%2f1742-6596%2f1349%2f1%2f012092&partnerID=40&md5=4c61af5694157966f79cd56ff070c0f5
id 2-s2.0-85077795926
spelling 2-s2.0-85077795926
Tutur N.; Dahalan N.H.; Rosseli S.R.; Johari M.A.
Rice husk ash and sewage sludge ash as sustainable replacement material for concrete
2019
Journal of Physics: Conference Series
1349
1
10.1088/1742-6596/1349/1/012092
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85077795926&doi=10.1088%2f1742-6596%2f1349%2f1%2f012092&partnerID=40&md5=4c61af5694157966f79cd56ff070c0f5
The development of supplementary cementitious materials (SCMs) has become essential in the advancement of low-cost construction materials for production of self-sufficient housing especially in developing countries. The use of these SCMs as admixtures not only improves concrete properties but protects and conserves the environment by saving energy and natural resources. Thus, studies have been conducted to find the suitability of combination of sewage sludge ash and rice husk ash to replace cement partially in conventional concrete. The effects on the nature of concrete exhibited mechanical properties of concrete such as compressive strength from a combination of sewage sludge ash and rice husk ash at different proportions. Sewage sludge ash (SSA) and rice husk ash (RHA) are used as partial replacement of cement for 10%, 20%, 30%, 40% and 50% in the concrete. The samples had been tested with compressive test to compare with normal concrete (OPC). There was an increment compressive strength of concrete at 10% amount replacement SSA and RHA, but the compressive strength declined when the amount replacement SSA and RHA are developing more than 10%. In addition, the concrete also showed increasing of compressive strength within the additional curing period, which was 7 days, 14 days and 28 days. © Published under licence by IOP Publishing Ltd.
Institute of Physics Publishing
17426588
English
Conference paper
All Open Access; Gold Open Access
author Tutur N.; Dahalan N.H.; Rosseli S.R.; Johari M.A.
spellingShingle Tutur N.; Dahalan N.H.; Rosseli S.R.; Johari M.A.
Rice husk ash and sewage sludge ash as sustainable replacement material for concrete
author_facet Tutur N.; Dahalan N.H.; Rosseli S.R.; Johari M.A.
author_sort Tutur N.; Dahalan N.H.; Rosseli S.R.; Johari M.A.
title Rice husk ash and sewage sludge ash as sustainable replacement material for concrete
title_short Rice husk ash and sewage sludge ash as sustainable replacement material for concrete
title_full Rice husk ash and sewage sludge ash as sustainable replacement material for concrete
title_fullStr Rice husk ash and sewage sludge ash as sustainable replacement material for concrete
title_full_unstemmed Rice husk ash and sewage sludge ash as sustainable replacement material for concrete
title_sort Rice husk ash and sewage sludge ash as sustainable replacement material for concrete
publishDate 2019
container_title Journal of Physics: Conference Series
container_volume 1349
container_issue 1
doi_str_mv 10.1088/1742-6596/1349/1/012092
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85077795926&doi=10.1088%2f1742-6596%2f1349%2f1%2f012092&partnerID=40&md5=4c61af5694157966f79cd56ff070c0f5
description The development of supplementary cementitious materials (SCMs) has become essential in the advancement of low-cost construction materials for production of self-sufficient housing especially in developing countries. The use of these SCMs as admixtures not only improves concrete properties but protects and conserves the environment by saving energy and natural resources. Thus, studies have been conducted to find the suitability of combination of sewage sludge ash and rice husk ash to replace cement partially in conventional concrete. The effects on the nature of concrete exhibited mechanical properties of concrete such as compressive strength from a combination of sewage sludge ash and rice husk ash at different proportions. Sewage sludge ash (SSA) and rice husk ash (RHA) are used as partial replacement of cement for 10%, 20%, 30%, 40% and 50% in the concrete. The samples had been tested with compressive test to compare with normal concrete (OPC). There was an increment compressive strength of concrete at 10% amount replacement SSA and RHA, but the compressive strength declined when the amount replacement SSA and RHA are developing more than 10%. In addition, the concrete also showed increasing of compressive strength within the additional curing period, which was 7 days, 14 days and 28 days. © Published under licence by IOP Publishing Ltd.
publisher Institute of Physics Publishing
issn 17426588
language English
format Conference paper
accesstype All Open Access; Gold Open Access
record_format scopus
collection Scopus
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