Water permeability of foamed concrete

This study focused on the compressive strength and water permeability of foamed concrete. Two types of foamed concrete mix with density 1500 kg/m3 and 1700 >5 kg/m were experimented Timber industrial ash (HA) were used as the partial cement replacement material, replacing 10% of Ordinary Port...

Full description

Saved in:

Bibliographic Details
Main Author:	Wan Ibrahim, Mohd Haziman
Format:	Thesis
Language:	English English English
Published:	2004
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://eprints.uthm.edu.my/8652/1/24p%20MOHD%20HAZIMAN%20WAN%20IBRAHIM.pdf http://eprints.uthm.edu.my/8652/2/MOHD%20HAZIMAN%20WAN%20IBRAHIM%20COPYRIGHT%20DECLARATION.pdf http://eprints.uthm.edu.my/8652/3/MOHD%20HAZIMAN%20WAN%20IBRAHIM%20WATERMARK.pdf
Tags:	Add Tag No Tags, Be the first to tag this record!

id	my-uthm-ep.8652
record_format	uketd_dc
spelling	my-uthm-ep.86522023-05-02T02:13:07Z Water permeability of foamed concrete 2004-04 Wan Ibrahim, Mohd Haziman TA Engineering (General). Civil engineering (General) TA401-492 Materials of engineering and construction. Mechanics of materials This study focused on the compressive strength and water permeability of foamed concrete. Two types of foamed concrete mix with density 1500 kg/m3 and 1700 >5 kg/m were experimented Timber industrial ash (HA) were used as the partial cement replacement material, replacing 10% of Ordinary Portland cement (OPC) in the mix design. The test cubes were 150 mm X 150 mm X150 mm size subjected to wet-cured and air cured for up to 28 days. The density, compressive strength development and water permeability of the TIA foamed concrete were determined to compare with the control mix (without TIA). The test method adopted based on DIN 1048 was used to determine the water permeability of foamed concrete at 28 days. Compressive strength was determined at 3 days, 7 days and 28 days. It was found that the air-cured specimens achieved a higher compressive strength and lower water permeability compared with the wet-cured specimens. Foamed concrete with 10% HA reduced the water permeability with a lower compressive strength at 28 days. The preliminary result indicated that HA has potential to reduce the water permeability of foamed concrete. 2004-04 Thesis http://eprints.uthm.edu.my/8652/ http://eprints.uthm.edu.my/8652/1/24p%20MOHD%20HAZIMAN%20WAN%20IBRAHIM.pdf text en public http://eprints.uthm.edu.my/8652/2/MOHD%20HAZIMAN%20WAN%20IBRAHIM%20COPYRIGHT%20DECLARATION.pdf text en staffonly http://eprints.uthm.edu.my/8652/3/MOHD%20HAZIMAN%20WAN%20IBRAHIM%20WATERMARK.pdf text en validuser mphil masters Kolej Universiti Teknologi Tun Hussein Onn Fakulti Kejuruteraan Awam
institution	Universiti Tun Hussein Onn Malaysia
collection	UTHM Institutional Repository
language	English English English
topic	TA Engineering (General) Civil engineering (General) TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) TA Engineering (General) Civil engineering (General) Wan Ibrahim, Mohd Haziman Water permeability of foamed concrete
description	This study focused on the compressive strength and water permeability of foamed concrete. Two types of foamed concrete mix with density 1500 kg/m3 and 1700 >5 kg/m were experimented Timber industrial ash (HA) were used as the partial cement replacement material, replacing 10% of Ordinary Portland cement (OPC) in the mix design. The test cubes were 150 mm X 150 mm X150 mm size subjected to wet-cured and air cured for up to 28 days. The density, compressive strength development and water permeability of the TIA foamed concrete were determined to compare with the control mix (without TIA). The test method adopted based on DIN 1048 was used to determine the water permeability of foamed concrete at 28 days. Compressive strength was determined at 3 days, 7 days and 28 days. It was found that the air-cured specimens achieved a higher compressive strength and lower water permeability compared with the wet-cured specimens. Foamed concrete with 10% HA reduced the water permeability with a lower compressive strength at 28 days. The preliminary result indicated that HA has potential to reduce the water permeability of foamed concrete.
format	Thesis
qualification_name	Master of Philosophy (M.Phil.)
qualification_level	Master's degree
author	Wan Ibrahim, Mohd Haziman
author_facet	Wan Ibrahim, Mohd Haziman
author_sort	Wan Ibrahim, Mohd Haziman
title	Water permeability of foamed concrete
title_short	Water permeability of foamed concrete
title_full	Water permeability of foamed concrete
title_fullStr	Water permeability of foamed concrete
title_full_unstemmed	Water permeability of foamed concrete
title_sort	water permeability of foamed concrete
granting_institution	Kolej Universiti Teknologi Tun Hussein Onn
granting_department	Fakulti Kejuruteraan Awam
publishDate	2004
url	http://eprints.uthm.edu.my/8652/1/24p%20MOHD%20HAZIMAN%20WAN%20IBRAHIM.pdf http://eprints.uthm.edu.my/8652/2/MOHD%20HAZIMAN%20WAN%20IBRAHIM%20COPYRIGHT%20DECLARATION.pdf http://eprints.uthm.edu.my/8652/3/MOHD%20HAZIMAN%20WAN%20IBRAHIM%20WATERMARK.pdf
_version_	1776103381804253184

Water permeability of foamed concrete

Similar Items