Investigation of saw wood dust with different percentages in sand brick ratio 1:3

Concern of environmental issues especially related to the river pollution and air pollution has attracting effort to produce sustainable construction material made of by product from industrial waste such as wood dust. The increasing price of the construction materials also become of the factor for...

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Main Author: Zuriyani, Zulkifli
Format: Undergraduates Project Papers
Language:English
English
English
Published: 2015
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/12257/
http://umpir.ump.edu.my/id/eprint/12257/
http://umpir.ump.edu.my/id/eprint/12257/1/FKASA%20-%20ZURIYANI%20ZULKIFLI%20%28CD9223%29.pdf
http://umpir.ump.edu.my/id/eprint/12257/2/FKASA%20-%20ZURIYANI%20ZULKIFLI%20-%20CHAP.1%20%28CD9223%29.pdf
http://umpir.ump.edu.my/id/eprint/12257/3/FKASA%20-%20ZURIYANI%20ZULKIFLI%20-%20CHAP.3%20%28CD9223%29.pdf
id ump-12257
recordtype eprints
spelling ump-122572016-03-18T08:10:30Z http://umpir.ump.edu.my/id/eprint/12257/ Investigation of saw wood dust with different percentages in sand brick ratio 1:3 Zuriyani, Zulkifli TA Engineering (General). Civil engineering (General) Concern of environmental issues especially related to the river pollution and air pollution has attracting effort to produce sustainable construction material made of by product from industrial waste such as wood dust. The increasing price of the construction materials also become of the factor for researcher to find an alternative for construction materials replacement. The purpose of this research is to study the saw wood dust on the sand brick strength and engineering properties. The experiment have been conducted using saw wood dust as replacement material for sand in proportion 5%, 10%, 15% and 20%. Control samples contain 0% of wood dust is use to compare the data obtained with the samples containing wood dust. The water cement ratio was determined by using trial and error with cement to sand ratio 1:3. The mixes are cured using two types which is air and water curing for 7 and 30 days. Then the number of samples were tested for compressive strength, water absorption and dimension test. Based on the result of the experiments, it shows that the objectives were achieved. The strength of the saw wood dust bricks decrease with the increasing of saw wood dust percentages. The saw wood dust bricks did not suitable to be used as a load bearing wall in the construction due to the lower compressive strength and higher water absorption rates. 2015 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/12257/1/FKASA%20-%20ZURIYANI%20ZULKIFLI%20%28CD9223%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12257/2/FKASA%20-%20ZURIYANI%20ZULKIFLI%20-%20CHAP.1%20%28CD9223%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12257/3/FKASA%20-%20ZURIYANI%20ZULKIFLI%20-%20CHAP.3%20%28CD9223%29.pdf Zuriyani, Zulkifli (2015) Investigation of saw wood dust with different percentages in sand brick ratio 1:3. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:92075&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
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Zuriyani, Zulkifli
Investigation of saw wood dust with different percentages in sand brick ratio 1:3
description Concern of environmental issues especially related to the river pollution and air pollution has attracting effort to produce sustainable construction material made of by product from industrial waste such as wood dust. The increasing price of the construction materials also become of the factor for researcher to find an alternative for construction materials replacement. The purpose of this research is to study the saw wood dust on the sand brick strength and engineering properties. The experiment have been conducted using saw wood dust as replacement material for sand in proportion 5%, 10%, 15% and 20%. Control samples contain 0% of wood dust is use to compare the data obtained with the samples containing wood dust. The water cement ratio was determined by using trial and error with cement to sand ratio 1:3. The mixes are cured using two types which is air and water curing for 7 and 30 days. Then the number of samples were tested for compressive strength, water absorption and dimension test. Based on the result of the experiments, it shows that the objectives were achieved. The strength of the saw wood dust bricks decrease with the increasing of saw wood dust percentages. The saw wood dust bricks did not suitable to be used as a load bearing wall in the construction due to the lower compressive strength and higher water absorption rates.
format Undergraduates Project Papers
author Zuriyani, Zulkifli
author_facet Zuriyani, Zulkifli
author_sort Zuriyani, Zulkifli
title Investigation of saw wood dust with different percentages in sand brick ratio 1:3
title_short Investigation of saw wood dust with different percentages in sand brick ratio 1:3
title_full Investigation of saw wood dust with different percentages in sand brick ratio 1:3
title_fullStr Investigation of saw wood dust with different percentages in sand brick ratio 1:3
title_full_unstemmed Investigation of saw wood dust with different percentages in sand brick ratio 1:3
title_sort investigation of saw wood dust with different percentages in sand brick ratio 1:3
publishDate 2015
url http://umpir.ump.edu.my/id/eprint/12257/
http://umpir.ump.edu.my/id/eprint/12257/
http://umpir.ump.edu.my/id/eprint/12257/1/FKASA%20-%20ZURIYANI%20ZULKIFLI%20%28CD9223%29.pdf
http://umpir.ump.edu.my/id/eprint/12257/2/FKASA%20-%20ZURIYANI%20ZULKIFLI%20-%20CHAP.1%20%28CD9223%29.pdf
http://umpir.ump.edu.my/id/eprint/12257/3/FKASA%20-%20ZURIYANI%20ZULKIFLI%20-%20CHAP.3%20%28CD9223%29.pdf
first_indexed 2023-09-18T22:13:43Z
last_indexed 2023-09-18T22:13:43Z
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