Effects of Mix Composition on Microwave Incinerated Rice Husk Ash (MIRHA) Mortar

There are many cement replacement materials (CRM) have been commercialized in the industry. Microwave Incinerated Rice Husk Ash (MIRRA) is a new material that can be used as CRM in the industry. The used of MIRRA in concrete has been extremely studied in Universiti Teknologi PETRONAS (UTP). The s...

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Main Author: Alias, Mohd Nasuha
Format: Final Year Project
Language:English
Published: Universiti Teknologi PETRONAS 2011
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Online Access:http://utpedia.utp.edu.my/10442/1/2011%20-%20Effects%20of%20mix%20composition%20on%20rmicroware%20incinerated%20rice%20husk%20ASH%20%28MIRHA%29%20Mortar.pdf
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spelling my-utp-utpedia.104422017-01-25T09:41:31Z http://utpedia.utp.edu.my/10442/ Effects of Mix Composition on Microwave Incinerated Rice Husk Ash (MIRHA) Mortar Alias, Mohd Nasuha TA Engineering (General). Civil engineering (General) There are many cement replacement materials (CRM) have been commercialized in the industry. Microwave Incinerated Rice Husk Ash (MIRRA) is a new material that can be used as CRM in the industry. The used of MIRRA in concrete has been extremely studied in Universiti Teknologi PETRONAS (UTP). The study on use of MIRRA in mortar has not been studied. The objectives of this project were to obtain optimum water cement ratio for MIRRA mortar mix, to obtain the suitable mix composition and to obtain the optimum cement replacement by MIRRA in MIRRA mortar. Various water cement ratios (0.60 and 0.65), binder aggregate ratios (1 :3 and 1 :4) and different percentages of cement replacement by MIRRA (0%, 5%, 10%, 15%, 20%, 25% and 30%) were used to cast mortar cubes. The sample preparation follows BS 1881 and compressive strength (7, 28 and 60 days after curing), water absorption (60 days after curing) and initial rate of suction (IRS) (60 days after curing) values were determined. The highest result for 28-day compressive strength test for all samples is 46.17MPa from sample 5M360 which contains 5% of cement replacement by MIRRA, binder to sand ratio of 1:3 and water cement ratio of 0.60. Whereas for IRS test, almost all IRS values of all samples fall between accepted range within between 0.25 to 1.5 k:g/m.2.min. For water absorption, almost all samples were under maximum water absorption value for bricks which is 18% water absorption. Universiti Teknologi PETRONAS 2011-09 Final Year Project NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/10442/1/2011%20-%20Effects%20of%20mix%20composition%20on%20rmicroware%20incinerated%20rice%20husk%20ASH%20%28MIRHA%29%20Mortar.pdf Alias, Mohd Nasuha (2011) Effects of Mix Composition on Microwave Incinerated Rice Husk Ash (MIRHA) Mortar. Universiti Teknologi PETRONAS. (Unpublished)
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Electronic and Digitized Intellectual Asset
url_provider http://utpedia.utp.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Alias, Mohd Nasuha
Effects of Mix Composition on Microwave Incinerated Rice Husk Ash (MIRHA) Mortar
description There are many cement replacement materials (CRM) have been commercialized in the industry. Microwave Incinerated Rice Husk Ash (MIRRA) is a new material that can be used as CRM in the industry. The used of MIRRA in concrete has been extremely studied in Universiti Teknologi PETRONAS (UTP). The study on use of MIRRA in mortar has not been studied. The objectives of this project were to obtain optimum water cement ratio for MIRRA mortar mix, to obtain the suitable mix composition and to obtain the optimum cement replacement by MIRRA in MIRRA mortar. Various water cement ratios (0.60 and 0.65), binder aggregate ratios (1 :3 and 1 :4) and different percentages of cement replacement by MIRRA (0%, 5%, 10%, 15%, 20%, 25% and 30%) were used to cast mortar cubes. The sample preparation follows BS 1881 and compressive strength (7, 28 and 60 days after curing), water absorption (60 days after curing) and initial rate of suction (IRS) (60 days after curing) values were determined. The highest result for 28-day compressive strength test for all samples is 46.17MPa from sample 5M360 which contains 5% of cement replacement by MIRRA, binder to sand ratio of 1:3 and water cement ratio of 0.60. Whereas for IRS test, almost all IRS values of all samples fall between accepted range within between 0.25 to 1.5 k:g/m.2.min. For water absorption, almost all samples were under maximum water absorption value for bricks which is 18% water absorption.
format Final Year Project
author Alias, Mohd Nasuha
author_facet Alias, Mohd Nasuha
author_sort Alias, Mohd Nasuha
title Effects of Mix Composition on Microwave Incinerated Rice Husk Ash (MIRHA) Mortar
title_short Effects of Mix Composition on Microwave Incinerated Rice Husk Ash (MIRHA) Mortar
title_full Effects of Mix Composition on Microwave Incinerated Rice Husk Ash (MIRHA) Mortar
title_fullStr Effects of Mix Composition on Microwave Incinerated Rice Husk Ash (MIRHA) Mortar
title_full_unstemmed Effects of Mix Composition on Microwave Incinerated Rice Husk Ash (MIRHA) Mortar
title_sort effects of mix composition on microwave incinerated rice husk ash (mirha) mortar
publisher Universiti Teknologi PETRONAS
publishDate 2011
url http://utpedia.utp.edu.my/10442/1/2011%20-%20Effects%20of%20mix%20composition%20on%20rmicroware%20incinerated%20rice%20husk%20ASH%20%28MIRHA%29%20Mortar.pdf
http://utpedia.utp.edu.my/10442/
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score 13.209306