The effect of ultrafine palm oil fuel ash (UPOFA) on chloride resistance of concrete

In conjunction with the rapid development of palm oil industry, huge amount of waste generated which end up in landfill and extra cost paid to reduce its impact on our environment. Among the waste, the palm oil fuel ash (POFA) is well known as it contains pozzolanic property that has potential to...

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Main Author: Lee, Siew Loung
Format: Undergraduates Project Papers
Language:English
Published: 2014
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/9767/
http://umpir.ump.edu.my/id/eprint/9767/
http://umpir.ump.edu.my/id/eprint/9767/1/LEE%20SIEW%20LOUNG%20%23.PDF
id ump-9767
recordtype eprints
spelling ump-97672015-09-30T01:00:52Z http://umpir.ump.edu.my/id/eprint/9767/ The effect of ultrafine palm oil fuel ash (UPOFA) on chloride resistance of concrete Lee, Siew Loung TA Engineering (General). Civil engineering (General) In conjunction with the rapid development of palm oil industry, huge amount of waste generated which end up in landfill and extra cost paid to reduce its impact on our environment. Among the waste, the palm oil fuel ash (POFA) is well known as it contains pozzolanic property that has potential to promote the performance of concrete. Many researches had been carried out to study the mechanical performance of concrete containing POFA. In this study, the ultrafine palm oil fuel ash (UPOFA) was utilised in order to know its effect on the basic mechanical properties and corrosion resistance of blended concrete. The POFA was ground to reach median size of about 5 gm. Four mix of concrete was prepared by partially replacing 0 %, 10 %, 20 % and 30 % of Ordinary Portland Cement with UPOFA. All specimens were water cured for at least 28 days in water curing tank before subjected to lab tests. The specimens were tested for compressive strength, porosity and chloride resistance property through accelerated test and salt ponding. The accelerated chloride test employed was impressed voltage test, half-cell potential. Based on the test result, the concrete with 30 % of UPOFA content show better compressive strength, lower porosity and longer time to crack. It is found that the concrete with partial replacement of 30 % UPOFA to concrete also delays the corrosion to happen on steel bar through half-cell potential test. Besides, the concrete containing 30 % UPOFA as partial cement replacement shows lowest free and total chloride content at depth of 21 mm to 25 mm in concrete as compared to other specimen. From this study, the concrete with 30 % of UPOFA as partial cement replacement material shows the best basic mechanical property and chloride resistance. 2014-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/9767/1/LEE%20SIEW%20LOUNG%20%23.PDF Lee, Siew Loung (2014) The effect of ultrafine palm oil fuel ash (UPOFA) on chloride resistance of concrete. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:84630&theme=UMP2
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Lee, Siew Loung
The effect of ultrafine palm oil fuel ash (UPOFA) on chloride resistance of concrete
description In conjunction with the rapid development of palm oil industry, huge amount of waste generated which end up in landfill and extra cost paid to reduce its impact on our environment. Among the waste, the palm oil fuel ash (POFA) is well known as it contains pozzolanic property that has potential to promote the performance of concrete. Many researches had been carried out to study the mechanical performance of concrete containing POFA. In this study, the ultrafine palm oil fuel ash (UPOFA) was utilised in order to know its effect on the basic mechanical properties and corrosion resistance of blended concrete. The POFA was ground to reach median size of about 5 gm. Four mix of concrete was prepared by partially replacing 0 %, 10 %, 20 % and 30 % of Ordinary Portland Cement with UPOFA. All specimens were water cured for at least 28 days in water curing tank before subjected to lab tests. The specimens were tested for compressive strength, porosity and chloride resistance property through accelerated test and salt ponding. The accelerated chloride test employed was impressed voltage test, half-cell potential. Based on the test result, the concrete with 30 % of UPOFA content show better compressive strength, lower porosity and longer time to crack. It is found that the concrete with partial replacement of 30 % UPOFA to concrete also delays the corrosion to happen on steel bar through half-cell potential test. Besides, the concrete containing 30 % UPOFA as partial cement replacement shows lowest free and total chloride content at depth of 21 mm to 25 mm in concrete as compared to other specimen. From this study, the concrete with 30 % of UPOFA as partial cement replacement material shows the best basic mechanical property and chloride resistance.
format Undergraduates Project Papers
author Lee, Siew Loung
author_facet Lee, Siew Loung
author_sort Lee, Siew Loung
title The effect of ultrafine palm oil fuel ash (UPOFA) on chloride resistance of concrete
title_short The effect of ultrafine palm oil fuel ash (UPOFA) on chloride resistance of concrete
title_full The effect of ultrafine palm oil fuel ash (UPOFA) on chloride resistance of concrete
title_fullStr The effect of ultrafine palm oil fuel ash (UPOFA) on chloride resistance of concrete
title_full_unstemmed The effect of ultrafine palm oil fuel ash (UPOFA) on chloride resistance of concrete
title_sort effect of ultrafine palm oil fuel ash (upofa) on chloride resistance of concrete
publishDate 2014
url http://umpir.ump.edu.my/id/eprint/9767/
http://umpir.ump.edu.my/id/eprint/9767/
http://umpir.ump.edu.my/id/eprint/9767/1/LEE%20SIEW%20LOUNG%20%23.PDF
first_indexed 2023-09-18T22:08:41Z
last_indexed 2023-09-18T22:08:41Z
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