Physical properties of concrete with Rice Husk Ash (RHA) as mineral admixture and crushed ceramic tiles as replacement to coarse aggregates / Siti Nur Aishah Mohd Noor ... [et al.]

Rice Husk Ash (RHA) is an agro-waste material that is highly produced in Malaysia over the year containing high amorphous silica which can improve the performance of the concrete. It is economical to be used in partial replacing or as mineral admixture in the Ordinary Portland Cement. Meanwhile, the...

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Main Authors: Mohd Noor, Siti Nur Aishah, Roslan, Rohasnita, Zaiha Zainol, Norrazaman, Syed Jamaludin, Shariffah Zatil Hidayah
Format: Conference or Workshop Item
Language:English
Published: 2021
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Online Access:https://ir.uitm.edu.my/id/eprint/74613/1/74613.pdf
https://ir.uitm.edu.my/id/eprint/74613/
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Institution: Universiti Teknologi Mara
Language: English
id my.uitm.ir.74613
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spelling my.uitm.ir.746132023-03-25T01:51:29Z https://ir.uitm.edu.my/id/eprint/74613/ Physical properties of concrete with Rice Husk Ash (RHA) as mineral admixture and crushed ceramic tiles as replacement to coarse aggregates / Siti Nur Aishah Mohd Noor ... [et al.] Mohd Noor, Siti Nur Aishah Roslan, Rohasnita Zaiha Zainol, Norrazaman Syed Jamaludin, Shariffah Zatil Hidayah TD Environmental technology. Sanitary engineering Environmental protection Rice Husk Ash (RHA) is an agro-waste material that is highly produced in Malaysia over the year containing high amorphous silica which can improve the performance of the concrete. It is economical to be used in partial replacing or as mineral admixture in the Ordinary Portland Cement. Meanwhile, the waste from the ceramic tiles is beneficial to be used in concrete as coarse aggregates replacement due to its characteristic of ceramic tiles which are hard and durable. This research intended to study the effect of physical properties of RHA as mineral admixture for cement in concrete and also the effect with addition of crushed ceramic tiles (CCT). In this study, the RHA has been replaced at 10% by mass of cement as mineral admixture with various percentages of CCT as coarse aggregates starting from 0%, 5%, 10% and 15%. Workability, density and water absorption tests have been conducted to study the physical properties of the concrete. The results obtained show that 10% is the optimum percentage for CCT in concrete with 10% of RHA. 2021 Conference or Workshop Item PeerReviewed text en https://ir.uitm.edu.my/id/eprint/74613/1/74613.pdf Physical properties of concrete with Rice Husk Ash (RHA) as mineral admixture and crushed ceramic tiles as replacement to coarse aggregates / Siti Nur Aishah Mohd Noor ... [et al.]. (2021) In: Virtual Go-Green: Conference and Publication (V-GoGreen 2020), 29-30 September 2020, Universiti Teknologi MARA, Cawangan Perak Kampus Seri Iskandar.
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic TD Environmental technology. Sanitary engineering
Environmental protection
spellingShingle TD Environmental technology. Sanitary engineering
Environmental protection
Mohd Noor, Siti Nur Aishah
Roslan, Rohasnita
Zaiha Zainol, Norrazaman
Syed Jamaludin, Shariffah Zatil Hidayah
Physical properties of concrete with Rice Husk Ash (RHA) as mineral admixture and crushed ceramic tiles as replacement to coarse aggregates / Siti Nur Aishah Mohd Noor ... [et al.]
description Rice Husk Ash (RHA) is an agro-waste material that is highly produced in Malaysia over the year containing high amorphous silica which can improve the performance of the concrete. It is economical to be used in partial replacing or as mineral admixture in the Ordinary Portland Cement. Meanwhile, the waste from the ceramic tiles is beneficial to be used in concrete as coarse aggregates replacement due to its characteristic of ceramic tiles which are hard and durable. This research intended to study the effect of physical properties of RHA as mineral admixture for cement in concrete and also the effect with addition of crushed ceramic tiles (CCT). In this study, the RHA has been replaced at 10% by mass of cement as mineral admixture with various percentages of CCT as coarse aggregates starting from 0%, 5%, 10% and 15%. Workability, density and water absorption tests have been conducted to study the physical properties of the concrete. The results obtained show that 10% is the optimum percentage for CCT in concrete with 10% of RHA.
format Conference or Workshop Item
author Mohd Noor, Siti Nur Aishah
Roslan, Rohasnita
Zaiha Zainol, Norrazaman
Syed Jamaludin, Shariffah Zatil Hidayah
author_facet Mohd Noor, Siti Nur Aishah
Roslan, Rohasnita
Zaiha Zainol, Norrazaman
Syed Jamaludin, Shariffah Zatil Hidayah
author_sort Mohd Noor, Siti Nur Aishah
title Physical properties of concrete with Rice Husk Ash (RHA) as mineral admixture and crushed ceramic tiles as replacement to coarse aggregates / Siti Nur Aishah Mohd Noor ... [et al.]
title_short Physical properties of concrete with Rice Husk Ash (RHA) as mineral admixture and crushed ceramic tiles as replacement to coarse aggregates / Siti Nur Aishah Mohd Noor ... [et al.]
title_full Physical properties of concrete with Rice Husk Ash (RHA) as mineral admixture and crushed ceramic tiles as replacement to coarse aggregates / Siti Nur Aishah Mohd Noor ... [et al.]
title_fullStr Physical properties of concrete with Rice Husk Ash (RHA) as mineral admixture and crushed ceramic tiles as replacement to coarse aggregates / Siti Nur Aishah Mohd Noor ... [et al.]
title_full_unstemmed Physical properties of concrete with Rice Husk Ash (RHA) as mineral admixture and crushed ceramic tiles as replacement to coarse aggregates / Siti Nur Aishah Mohd Noor ... [et al.]
title_sort physical properties of concrete with rice husk ash (rha) as mineral admixture and crushed ceramic tiles as replacement to coarse aggregates / siti nur aishah mohd noor ... [et al.]
publishDate 2021
url https://ir.uitm.edu.my/id/eprint/74613/1/74613.pdf
https://ir.uitm.edu.my/id/eprint/74613/
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