Flexural Characteristics of Eco-Friendly Self-Compacting Concrete with Rice Husk Ash

Advancements in concrete technology have significantly enhanced the quality and properties of concrete specifically in self-compacting concrete (SCC). The incorporation of rice husk ash (RHA), a bio-organic waste, which have a pozzolanic characteristic should improves the concrete properties, such a...

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書目詳細資料
發表在:Key Engineering Materials
主要作者: 2-s2.0-105000246178
格式: Book chapter
語言:English
出版: Trans Tech Publications Ltd 2025
在線閱讀:https://www.scopus.com/inward/record.uri?eid=2-s2.0-105000246178&doi=10.4028%2fp-O5M6x2&partnerID=40&md5=6212f2be18c681d84bd1826e3f17dd73
id Mohd Hashim M.H.; Muda M.F.; Mohd M.H.; Fadzil N.M.; Shahid M.D.A.; Ahmad H.; Pujirahayu N.
spelling Mohd Hashim M.H.; Muda M.F.; Mohd M.H.; Fadzil N.M.; Shahid M.D.A.; Ahmad H.; Pujirahayu N.
2-s2.0-105000246178
Flexural Characteristics of Eco-Friendly Self-Compacting Concrete with Rice Husk Ash
2025
Key Engineering Materials
1007

10.4028/p-O5M6x2
https://www.scopus.com/inward/record.uri?eid=2-s2.0-105000246178&doi=10.4028%2fp-O5M6x2&partnerID=40&md5=6212f2be18c681d84bd1826e3f17dd73
Advancements in concrete technology have significantly enhanced the quality and properties of concrete specifically in self-compacting concrete (SCC). The incorporation of rice husk ash (RHA), a bio-organic waste, which have a pozzolanic characteristic should improves the concrete properties, such as durability, workability and strength of the concrete. But the extend of its potential to the hardened structural element could be further investigated. The objective of this research is to examine the flexural behavior of an optimal SCC mix using RHA as a partial cement replacement alongside admixtures. Three reinforced concrete beams of (100 mm x 200 mm x 1500 mm) were prepared for flexural testing: two with the optimal SCC mix and one with normal concrete (NC) as a control. The results indicated that the mix with 5% RHA and 1% Sika Viscocrete, enhancing the performance hardened concrete in compressive strength but decreasing in flexural properties. However, the reduction in weakness still surpasses the sample that does not contain any RHA. These findings provide valuable insights for the industry, promoting the reuse of this bio-waste as a raw material and potentially reducing the cost of conventional cement usage. © 2025 Trans Tech Publications Ltd, All Rights Reserved.
Trans Tech Publications Ltd
10139826
English
Book chapter

author 2-s2.0-105000246178
spellingShingle 2-s2.0-105000246178
Flexural Characteristics of Eco-Friendly Self-Compacting Concrete with Rice Husk Ash
author_facet 2-s2.0-105000246178
author_sort 2-s2.0-105000246178
title Flexural Characteristics of Eco-Friendly Self-Compacting Concrete with Rice Husk Ash
title_short Flexural Characteristics of Eco-Friendly Self-Compacting Concrete with Rice Husk Ash
title_full Flexural Characteristics of Eco-Friendly Self-Compacting Concrete with Rice Husk Ash
title_fullStr Flexural Characteristics of Eco-Friendly Self-Compacting Concrete with Rice Husk Ash
title_full_unstemmed Flexural Characteristics of Eco-Friendly Self-Compacting Concrete with Rice Husk Ash
title_sort Flexural Characteristics of Eco-Friendly Self-Compacting Concrete with Rice Husk Ash
publishDate 2025
container_title Key Engineering Materials
container_volume 1007
container_issue
doi_str_mv 10.4028/p-O5M6x2
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-105000246178&doi=10.4028%2fp-O5M6x2&partnerID=40&md5=6212f2be18c681d84bd1826e3f17dd73
description Advancements in concrete technology have significantly enhanced the quality and properties of concrete specifically in self-compacting concrete (SCC). The incorporation of rice husk ash (RHA), a bio-organic waste, which have a pozzolanic characteristic should improves the concrete properties, such as durability, workability and strength of the concrete. But the extend of its potential to the hardened structural element could be further investigated. The objective of this research is to examine the flexural behavior of an optimal SCC mix using RHA as a partial cement replacement alongside admixtures. Three reinforced concrete beams of (100 mm x 200 mm x 1500 mm) were prepared for flexural testing: two with the optimal SCC mix and one with normal concrete (NC) as a control. The results indicated that the mix with 5% RHA and 1% Sika Viscocrete, enhancing the performance hardened concrete in compressive strength but decreasing in flexural properties. However, the reduction in weakness still surpasses the sample that does not contain any RHA. These findings provide valuable insights for the industry, promoting the reuse of this bio-waste as a raw material and potentially reducing the cost of conventional cement usage. © 2025 Trans Tech Publications Ltd, All Rights Reserved.
publisher Trans Tech Publications Ltd
issn 10139826
language English
format Book chapter
accesstype
record_format scopus
collection Scopus
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