Effect of fly ash as partial cement replacement on workability and strength on water cured lightweight concrete

Fly ash generated from coal power plant is disposed as environmental polluting waste. The use of cement in construction cause the greenhouse gas emission that produces from the cement production. It is also not eco-friendly environment and costly for construction in this era. In addition, palm oil b...

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Bibliographic Details
Main Author:	Nur Fazliana, Muhamad Razali
Format:	Undergraduates Project Papers
Language:	English
Published:	2018
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/26224/ http://umpir.ump.edu.my/id/eprint/26224/ http://umpir.ump.edu.my/id/eprint/26224/1/Effect%20of%20fly%20ash%20as%20partial%20cement%20replacement%20on%20workability.pdf

id	ump-26224
recordtype	eprints
spelling	ump-262242019-10-25T03:53:26Z http://umpir.ump.edu.my/id/eprint/26224/ Effect of fly ash as partial cement replacement on workability and strength on water cured lightweight concrete Nur Fazliana, Muhamad Razali TA Engineering (General). Civil engineering (General) Fly ash generated from coal power plant is disposed as environmental polluting waste. The use of cement in construction cause the greenhouse gas emission that produces from the cement production. It is also not eco-friendly environment and costly for construction in this era. In addition, palm oil boiler stone is a waste by-product of palm oil milling that causes the increasing of dumping area. In this study, this research investigates the effect of fly ash as partial cement replacement on workability, compressive strength and flexural on water cured lightweight concrete. Five types of mixes with various percentage of fly ash as partial cement replacement content were used. The first mixes are 0% of fly ash act as control specimen and the others contains 10%, 20%, 30% and 40% of fly ash content. The compressive strength and flexural strength were determined at 7, 14 and 28 days. Findings show that strength is increasing as a percentage of fly ash used increase. The highest compressive strength is 10% of fly ash used in concrete. Similar trend were observed in flexural strength result. Fly ash being a pozzolanic material causes pozzolanic reaction in concrete mix which increases amount of total C-S-H gel. As a result, the concrete become denser and stronger. 2018-06 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/26224/1/Effect%20of%20fly%20ash%20as%20partial%20cement%20replacement%20on%20workability.pdf Nur Fazliana, Muhamad Razali (2018) Effect of fly ash as partial cement replacement on workability and strength on water cured lightweight concrete. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. https://efind.ump.edu.my/cgi-bin/koha/opac-detail.pl?biblionumber=7888
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) Nur Fazliana, Muhamad Razali Effect of fly ash as partial cement replacement on workability and strength on water cured lightweight concrete
description	Fly ash generated from coal power plant is disposed as environmental polluting waste. The use of cement in construction cause the greenhouse gas emission that produces from the cement production. It is also not eco-friendly environment and costly for construction in this era. In addition, palm oil boiler stone is a waste by-product of palm oil milling that causes the increasing of dumping area. In this study, this research investigates the effect of fly ash as partial cement replacement on workability, compressive strength and flexural on water cured lightweight concrete. Five types of mixes with various percentage of fly ash as partial cement replacement content were used. The first mixes are 0% of fly ash act as control specimen and the others contains 10%, 20%, 30% and 40% of fly ash content. The compressive strength and flexural strength were determined at 7, 14 and 28 days. Findings show that strength is increasing as a percentage of fly ash used increase. The highest compressive strength is 10% of fly ash used in concrete. Similar trend were observed in flexural strength result. Fly ash being a pozzolanic material causes pozzolanic reaction in concrete mix which increases amount of total C-S-H gel. As a result, the concrete become denser and stronger.
format	Undergraduates Project Papers
author	Nur Fazliana, Muhamad Razali
author_facet	Nur Fazliana, Muhamad Razali
author_sort	Nur Fazliana, Muhamad Razali
title	Effect of fly ash as partial cement replacement on workability and strength on water cured lightweight concrete
title_short	Effect of fly ash as partial cement replacement on workability and strength on water cured lightweight concrete
title_full	Effect of fly ash as partial cement replacement on workability and strength on water cured lightweight concrete
title_fullStr	Effect of fly ash as partial cement replacement on workability and strength on water cured lightweight concrete
title_full_unstemmed	Effect of fly ash as partial cement replacement on workability and strength on water cured lightweight concrete
title_sort	effect of fly ash as partial cement replacement on workability and strength on water cured lightweight concrete
publishDate	2018
url	http://umpir.ump.edu.my/id/eprint/26224/ http://umpir.ump.edu.my/id/eprint/26224/ http://umpir.ump.edu.my/id/eprint/26224/1/Effect%20of%20fly%20ash%20as%20partial%20cement%20replacement%20on%20workability.pdf
first_indexed	2023-09-18T22:40:42Z
last_indexed	2023-09-18T22:40:42Z
_version_	1777416895598690304

Effect of fly ash as partial cement replacement on workability and strength on water cured lightweight concrete

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