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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...

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Main Authors: Putra Jaya, Ramadhansyah, Mohamad Idris, Ali, M. Y., Mohd Ibrahim, Mohd Rosli, Hainin, Haryati, Yaacob, N. A., Hassan, W. I., Mohd Haziman, S., Ekarizan
Format: Conference or Workshop Item
Language:English
Published: IOP Publishing 2019
Subjects:
TE Highway engineering. Roads and pavements
Online Access:http://umpir.ump.edu.my/id/eprint/25016/1/Flexural%20strength%20properties%20of%20porous%20concrete%20pavement.pdf
http://umpir.ump.edu.my/id/eprint/25016/
https://doi.org/10.1088/1757-899X/527/1/012044
https://doi.org/10.1088/1757-899X/527/1/012044
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spelling my.ump.umpir.250162019-10-22T06:59:41Z http://umpir.ump.edu.my/id/eprint/25016/ Flexural strength properties of porous concrete pavement incorporating nano black rice husk ash Putra Jaya, Ramadhansyah Mohamad Idris, Ali M. Y., Mohd Ibrahim Mohd Rosli, Hainin Haryati, Yaacob N. A., Hassan W. I., Mohd Haziman S., Ekarizan TE Highway engineering. Roads and pavements 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. IOP Publishing 2019 Conference or Workshop Item PeerReviewed pdf en cc_by http://umpir.ump.edu.my/id/eprint/25016/1/Flexural%20strength%20properties%20of%20porous%20concrete%20pavement.pdf Putra Jaya, Ramadhansyah and Mohamad Idris, Ali and M. Y., Mohd Ibrahim and Mohd Rosli, Hainin and Haryati, Yaacob and N. A., Hassan and W. I., Mohd Haziman and S., Ekarizan (2019) Flexural strength properties of porous concrete pavement incorporating nano black rice husk ash. In: IOP Conference Series: Materials Science and Engineering, 11th International Conference on Geotechnical Engineering in Tropical Regions (GEOTROPIKA), 27-28 February 2019 , Kuala Lumpur, Malaysia. pp. 1-6., 527 (012044). ISSN 1757-8981 (Print), 1757-899X (Online) https://doi.org/10.1088/1757-899X/527/1/012044 https://doi.org/10.1088/1757-899X/527/1/012044
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TE Highway engineering. Roads and pavements
spellingShingle TE Highway engineering. Roads and pavements
Putra Jaya, Ramadhansyah
Mohamad Idris, Ali
M. Y., Mohd Ibrahim
Mohd Rosli, Hainin
Haryati, Yaacob
N. A., Hassan
W. I., Mohd Haziman
S., Ekarizan
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 Putra Jaya, Ramadhansyah
Mohamad Idris, Ali
M. Y., Mohd Ibrahim
Mohd Rosli, Hainin
Haryati, Yaacob
N. A., Hassan
W. I., Mohd Haziman
S., Ekarizan
author_facet Putra Jaya, Ramadhansyah
Mohamad Idris, Ali
M. Y., Mohd Ibrahim
Mohd Rosli, Hainin
Haryati, Yaacob
N. A., Hassan
W. I., Mohd Haziman
S., Ekarizan
author_sort Putra Jaya, Ramadhansyah
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
publisher IOP Publishing
publishDate 2019
url http://umpir.ump.edu.my/id/eprint/25016/1/Flexural%20strength%20properties%20of%20porous%20concrete%20pavement.pdf
http://umpir.ump.edu.my/id/eprint/25016/
https://doi.org/10.1088/1757-899X/527/1/012044
https://doi.org/10.1088/1757-899X/527/1/012044
_version_ 1648741179633696768
score 13.211869

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