Effect of pine fiber on concrete compressive and flexural strength

There are having been many efforts made to increase the capacity and strength in concrete technology. The use of natural fibers in concrete technology is one of the techniques used to achieve these objectives. The use of natural fibers as an additive in concrete is not widespread and not yet found a...

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Main Author:	Muhammad Syafiq , Mansoruddin
Format:	Undergraduates Project Papers
Language:	English
Published:	2013
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/10812/ http://umpir.ump.edu.my/id/eprint/10812/ http://umpir.ump.edu.my/id/eprint/10812/1/MUHAMMAD%20SYAFIQ%20BIN%20MANSORUDDIN.PDF

id	ump-10812
recordtype	eprints
spelling	ump-108122015-10-19T03:22:12Z http://umpir.ump.edu.my/id/eprint/10812/ Effect of pine fiber on concrete compressive and flexural strength Muhammad Syafiq , Mansoruddin TA Engineering (General). Civil engineering (General) There are having been many efforts made to increase the capacity and strength in concrete technology. The use of natural fibers in concrete technology is one of the techniques used to achieve these objectives. The use of natural fibers as an additive in concrete is not widespread and not yet found a place in the industry. This research was carried out to establish the effects of pine fiber addition on concrete compressive and flexural strength. In this study, a total of 36 cubes (150mm x 150mm x 150 mm) and 12 small beams (100mm x 100mm x 500 mm) were prepared according to three types of mixture proportion and all these samples were cured in water curing for 7 days, 14 days and 35 days. The three types of concrete mixture used in this research were concrete containing 0.1% pine fiber, 0.2% pine fiber and 0.3% pine fiber and plain concrete as control sample. The test results showed that the 0.1% pine fiber content is the optimum percentage of pine fiber additional. Even though the compressive strength result does not show the satisfied result, but the flexural strength of concrete is increased for 0.1% pine fiber. However, the strength of concrete does not increase with increasing of fiber content. The results show a good sign for further investigation to increase the flexural strength of concrete in presence of pine fiber as additive. 2013-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/10812/1/MUHAMMAD%20SYAFIQ%20BIN%20MANSORUDDIN.PDF Muhammad Syafiq , Mansoruddin (2013) Effect of pine fiber on concrete compressive and flexural strength. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:84984&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) Muhammad Syafiq , Mansoruddin Effect of pine fiber on concrete compressive and flexural strength
description	There are having been many efforts made to increase the capacity and strength in concrete technology. The use of natural fibers in concrete technology is one of the techniques used to achieve these objectives. The use of natural fibers as an additive in concrete is not widespread and not yet found a place in the industry. This research was carried out to establish the effects of pine fiber addition on concrete compressive and flexural strength. In this study, a total of 36 cubes (150mm x 150mm x 150 mm) and 12 small beams (100mm x 100mm x 500 mm) were prepared according to three types of mixture proportion and all these samples were cured in water curing for 7 days, 14 days and 35 days. The three types of concrete mixture used in this research were concrete containing 0.1% pine fiber, 0.2% pine fiber and 0.3% pine fiber and plain concrete as control sample. The test results showed that the 0.1% pine fiber content is the optimum percentage of pine fiber additional. Even though the compressive strength result does not show the satisfied result, but the flexural strength of concrete is increased for 0.1% pine fiber. However, the strength of concrete does not increase with increasing of fiber content. The results show a good sign for further investigation to increase the flexural strength of concrete in presence of pine fiber as additive.
format	Undergraduates Project Papers
author	Muhammad Syafiq , Mansoruddin
author_facet	Muhammad Syafiq , Mansoruddin
author_sort	Muhammad Syafiq , Mansoruddin
title	Effect of pine fiber on concrete compressive and flexural strength
title_short	Effect of pine fiber on concrete compressive and flexural strength
title_full	Effect of pine fiber on concrete compressive and flexural strength
title_fullStr	Effect of pine fiber on concrete compressive and flexural strength
title_full_unstemmed	Effect of pine fiber on concrete compressive and flexural strength
title_sort	effect of pine fiber on concrete compressive and flexural strength
publishDate	2013
url	http://umpir.ump.edu.my/id/eprint/10812/ http://umpir.ump.edu.my/id/eprint/10812/ http://umpir.ump.edu.my/id/eprint/10812/1/MUHAMMAD%20SYAFIQ%20BIN%20MANSORUDDIN.PDF
first_indexed	2023-09-18T22:10:50Z
last_indexed	2023-09-18T22:10:50Z
_version_	1777415016625995776

Effect of pine fiber on concrete compressive and flexural strength

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