Flexural strength properties of porous concrete pavement incorporating nano black rice husk ash
Rice husk ash (RHA) as replacement material in the conventional concrete mixture has widely investigated around the world. However, there is a lack of study on nanoparticle produced from black rice husk ash (BRHA) used as a replacement material in porous concrete pavement mixture. Therefore, this st...
Saved in:
Main Authors: | , , , , , , , |
---|---|
Format: | Conference or Workshop Item |
Language: | English |
Published: |
2019
|
Subjects: | |
Online Access: | http://eprints.utm.my/id/eprint/89860/1/MohdRosliHainin2019_FlexuralStrengthPropertiesofPorousConcrete.pdf http://eprints.utm.my/id/eprint/89860/ http://www.dx.doi.org/10.1088/1757-899X/527/1/012044 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
id |
my.utm.89860 |
---|---|
record_format |
eprints |
spelling |
my.utm.898602021-03-04T02:35:06Z http://eprints.utm.my/id/eprint/89860/ Flexural strength properties of porous concrete pavement incorporating nano black rice husk ash Jaya, R. P. Idris, A. M. Mohd. Ibrahim, M. Y. Hainin, M. R. Yaacob, H. Hassan, N. A. Mohd. Haziman, W. I. Ekarizan, S. TA Engineering (General). Civil engineering (General) Rice husk ash (RHA) as replacement material in the conventional concrete mixture has widely investigated around the world. However, there is a lack of study on nanoparticle produced from black rice husk ash (BRHA) used as a replacement material in porous concrete pavement mixture. Therefore, this study aims to evaluate the flexural strength properties of porous concrete pavement containing nano black rice husk ash. A nano BRHA dosage of 0, 10, 20, 30 and 40% by weight of binder used throughout the experiments. The total cementitious content used was 450 kg/m3 with a water/binder ratio of 0.34. It found that there appears to be an optimum replacement of approximately 10% nano BRHA, during which time the flexural strength and flexural activity index increase significantly. 2019 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/89860/1/MohdRosliHainin2019_FlexuralStrengthPropertiesofPorousConcrete.pdf Jaya, R. P. and Idris, A. M. and Mohd. Ibrahim, M. Y. and Hainin, M. R. and Yaacob, H. and Hassan, N. A. and Mohd. Haziman, W. I. and Ekarizan, S. (2019) Flexural strength properties of porous concrete pavement incorporating nano black rice husk ash. In: 11th International Conference on Geotechnical Engineering in Tropical Regions, GEOTROPIKA 2019 and 1st International Conference on Highway and Transportation Engineering, ICHITRA 2019, 27-28 Feb 2019, Kuala Lumpur, Malaysia. http://www.dx.doi.org/10.1088/1757-899X/527/1/012044 |
institution |
Universiti Teknologi Malaysia |
building |
UTM Library |
collection |
Institutional Repository |
continent |
Asia |
country |
Malaysia |
content_provider |
Universiti Teknologi Malaysia |
content_source |
UTM Institutional Repository |
url_provider |
http://eprints.utm.my/ |
language |
English |
topic |
TA Engineering (General). Civil engineering (General) |
spellingShingle |
TA Engineering (General). Civil engineering (General) Jaya, R. P. Idris, A. M. Mohd. Ibrahim, M. Y. Hainin, M. R. Yaacob, H. Hassan, N. A. Mohd. Haziman, W. I. Ekarizan, S. Flexural strength properties of porous concrete pavement incorporating nano black rice husk ash |
description |
Rice husk ash (RHA) as replacement material in the conventional concrete mixture has widely investigated around the world. However, there is a lack of study on nanoparticle produced from black rice husk ash (BRHA) used as a replacement material in porous concrete pavement mixture. Therefore, this study aims to evaluate the flexural strength properties of porous concrete pavement containing nano black rice husk ash. A nano BRHA dosage of 0, 10, 20, 30 and 40% by weight of binder used throughout the experiments. The total cementitious content used was 450 kg/m3 with a water/binder ratio of 0.34. It found that there appears to be an optimum replacement of approximately 10% nano BRHA, during which time the flexural strength and flexural activity index increase significantly. |
format |
Conference or Workshop Item |
author |
Jaya, R. P. Idris, A. M. Mohd. Ibrahim, M. Y. Hainin, M. R. Yaacob, H. Hassan, N. A. Mohd. Haziman, W. I. Ekarizan, S. |
author_facet |
Jaya, R. P. Idris, A. M. Mohd. Ibrahim, M. Y. Hainin, M. R. Yaacob, H. Hassan, N. A. Mohd. Haziman, W. I. Ekarizan, S. |
author_sort |
Jaya, R. P. |
title |
Flexural strength properties of porous concrete pavement incorporating nano black rice husk ash |
title_short |
Flexural strength properties of porous concrete pavement incorporating nano black rice husk ash |
title_full |
Flexural strength properties of porous concrete pavement incorporating nano black rice husk ash |
title_fullStr |
Flexural strength properties of porous concrete pavement incorporating nano black rice husk ash |
title_full_unstemmed |
Flexural strength properties of porous concrete pavement incorporating nano black rice husk ash |
title_sort |
flexural strength properties of porous concrete pavement incorporating nano black rice husk ash |
publishDate |
2019 |
url |
http://eprints.utm.my/id/eprint/89860/1/MohdRosliHainin2019_FlexuralStrengthPropertiesofPorousConcrete.pdf http://eprints.utm.my/id/eprint/89860/ http://www.dx.doi.org/10.1088/1757-899X/527/1/012044 |
_version_ |
1693725956550688768 |
score |
13.1944895 |