Properties of concrete with partial rice husk as fine aggregate replacement

This study aimed to determine properties of concrete with rice husk as partial replacement of fine aggregate or sand and to evaluate optimum ratio of rice husk in modified concrete. This study establishes the limit to determine the properties of rice husk ratio with ratio of 5 %, 10% and 15% from th...

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Main Author:	Isma Farhan, Roslan
Format:	Undergraduates Project Papers
Language:	English English English English
Published:	2017
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/17980/ http://umpir.ump.edu.my/id/eprint/17980/ http://umpir.ump.edu.my/id/eprint/17980/1/Properties%20of%20concrete%20with%20partial%20rice%20husk%20as%20fine%20aggregate%20replacement-Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/17980/2/Properties%20of%20concrete%20with%20partial%20rice%20husk%20as%20fine%20aggregate%20replacement-Abstract.pdf http://umpir.ump.edu.my/id/eprint/17980/3/Properties%20of%20concrete%20with%20partial%20rice%20husk%20as%20fine%20aggregate%20replacement-Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/17980/4/Properties%20of%20concrete%20with%20partial%20rice%20husk%20as%20fine%20aggregate%20replacement-References.pdf

id	ump-17980
recordtype	eprints
spelling	ump-179802017-06-23T02:00:40Z http://umpir.ump.edu.my/id/eprint/17980/ Properties of concrete with partial rice husk as fine aggregate replacement Isma Farhan, Roslan TA Engineering (General). Civil engineering (General) This study aimed to determine properties of concrete with rice husk as partial replacement of fine aggregate or sand and to evaluate optimum ratio of rice husk in modified concrete. This study establishes the limit to determine the properties of rice husk ratio with ratio of 5 %, 10% and 15% from the basic concrete grade C25/30. There are 36 beams are provided with different ratio of replacement of sand with Rice Husk concrete in this study. The dimension size of beam is 150 mm of width, 150 mm of height and 750 mm of length. There are 36 cubes which dimension size of 150 mm width, 150 mm height and 150 mm length are provided to obtain the average results of the compressive strength. This study also aims to help contribute to the industry in saving the environment, to encourage the government to find solutions regarding the disposal to landfills of waste materials and save the environment, to provide new knowledge to the contractors and developers on how to improve the construction industry methods and services by using rice husk and to sustain good product performance and meet recycling goals. Observations from the tests performed were conducted in the laboratory where precise data were gathered and completely attained. 2017-01 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/17980/1/Properties%20of%20concrete%20with%20partial%20rice%20husk%20as%20fine%20aggregate%20replacement-Table%20of%20contents.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/17980/2/Properties%20of%20concrete%20with%20partial%20rice%20husk%20as%20fine%20aggregate%20replacement-Abstract.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/17980/3/Properties%20of%20concrete%20with%20partial%20rice%20husk%20as%20fine%20aggregate%20replacement-Chapter%201.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/17980/4/Properties%20of%20concrete%20with%20partial%20rice%20husk%20as%20fine%20aggregate%20replacement-References.pdf Isma Farhan, Roslan (2017) Properties of concrete with partial rice husk as fine aggregate replacement. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:99423&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English English English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Isma Farhan, Roslan Properties of concrete with partial rice husk as fine aggregate replacement
description	This study aimed to determine properties of concrete with rice husk as partial replacement of fine aggregate or sand and to evaluate optimum ratio of rice husk in modified concrete. This study establishes the limit to determine the properties of rice husk ratio with ratio of 5 %, 10% and 15% from the basic concrete grade C25/30. There are 36 beams are provided with different ratio of replacement of sand with Rice Husk concrete in this study. The dimension size of beam is 150 mm of width, 150 mm of height and 750 mm of length. There are 36 cubes which dimension size of 150 mm width, 150 mm height and 150 mm length are provided to obtain the average results of the compressive strength. This study also aims to help contribute to the industry in saving the environment, to encourage the government to find solutions regarding the disposal to landfills of waste materials and save the environment, to provide new knowledge to the contractors and developers on how to improve the construction industry methods and services by using rice husk and to sustain good product performance and meet recycling goals. Observations from the tests performed were conducted in the laboratory where precise data were gathered and completely attained.
format	Undergraduates Project Papers
author	Isma Farhan, Roslan
author_facet	Isma Farhan, Roslan
author_sort	Isma Farhan, Roslan
title	Properties of concrete with partial rice husk as fine aggregate replacement
title_short	Properties of concrete with partial rice husk as fine aggregate replacement
title_full	Properties of concrete with partial rice husk as fine aggregate replacement
title_fullStr	Properties of concrete with partial rice husk as fine aggregate replacement
title_full_unstemmed	Properties of concrete with partial rice husk as fine aggregate replacement
title_sort	properties of concrete with partial rice husk as fine aggregate replacement
publishDate	2017
url	http://umpir.ump.edu.my/id/eprint/17980/ http://umpir.ump.edu.my/id/eprint/17980/ http://umpir.ump.edu.my/id/eprint/17980/1/Properties%20of%20concrete%20with%20partial%20rice%20husk%20as%20fine%20aggregate%20replacement-Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/17980/2/Properties%20of%20concrete%20with%20partial%20rice%20husk%20as%20fine%20aggregate%20replacement-Abstract.pdf http://umpir.ump.edu.my/id/eprint/17980/3/Properties%20of%20concrete%20with%20partial%20rice%20husk%20as%20fine%20aggregate%20replacement-Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/17980/4/Properties%20of%20concrete%20with%20partial%20rice%20husk%20as%20fine%20aggregate%20replacement-References.pdf
first_indexed	2023-09-18T22:25:10Z
last_indexed	2023-09-18T22:25:10Z
_version_	1777415917662109696

Properties of concrete with partial rice husk as fine aggregate replacement

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