The study of early strength development of foamed concrete / Nurul Izza Hussin

Foamed concrete is the latest technology in construction industries in Malaysia. Normal concrete used cement, aggregate, sand and water as materials in order to produce concrete. As for the foamed concrete, it uses same materials except replace aggregate with foaming agent which consists of synth...

Full description

Bibliographic Details
Main Author: Hussin, Nurul Izza
Format: Student Project
Language:English
Published: Faculty of Civil Engineering 2006
Subjects:
Online Access:http://ir.uitm.edu.my/id/eprint/24956/
http://ir.uitm.edu.my/id/eprint/24956/1/PPb_%20NURUL%20IZZA%20BIN%20HUSSIN%20EC%20P%2006_5..pdf
id uitm-24956
recordtype eprints
spelling uitm-249562019-08-05T03:42:42Z http://ir.uitm.edu.my/id/eprint/24956/ The study of early strength development of foamed concrete / Nurul Izza Hussin Hussin, Nurul Izza Structural engineering Foamed concrete is the latest technology in construction industries in Malaysia. Normal concrete used cement, aggregate, sand and water as materials in order to produce concrete. As for the foamed concrete, it uses same materials except replace aggregate with foaming agent which consists of synthetics and protein based. Foamed concrete has low density which is approximately 400 kg/m3 – 1800 kg/m3. Although the weight is small, it is a highly workable, self-leveling, self-compacting and good thermal insulation. It gives benefit to the construction industries as an alternative method for replacing aggregate in concrete in order to prevent from using aggregates continuously that may decrease the volume of natural aggregates besides producing better quality of the concrete. The objectives of this project is to determine the early strength for foamed concrete of density 1200 kg/m3 – 1400 kg/m3 and to conduct the study on the effect to the early strength of foamed concrete added with admixtures which is Glenium C380 and Calcium Nitrate. The scope of this project is to focus on compressive strength at early age of concrete and the effect of admixtures. There are 5 different types of cement-sand ratio; 1:1, 1:2, 1:3, 2:1 and 3:1 with density between 1200 kg/m3 – 1400 kg/m3. All work was carried out at heavy laboratory by using cube mould 100 x 100 x 100 mm. All data for the compressive strength were recorded at age 1, 7 and 28 days. Based on the results, the strength of foamed concrete with 3:1 mix proportion is the highest compressive strength meanwhile 1:3 mix proportions is the lowest one. Whilst, foamed concrete added with admixtures (Glenium C380 and Calcium Nitrate) give highest values for the compressive strength compared to the normal foamed concrete. However, among these admixtures, Glenium C380 gives highest values compared to the Calcium Nitrate. Faculty of Civil Engineering 2006-12-01 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/24956/1/PPb_%20NURUL%20IZZA%20BIN%20HUSSIN%20EC%20P%2006_5..pdf Hussin, Nurul Izza (2006) The study of early strength development of foamed concrete / Nurul Izza Hussin. [Student Project] (Submitted)
repository_type Digital Repository
institution_category Local University
institution Universiti Teknologi MARA
building UiTM Institutional Repository
collection Online Access
language English
topic Structural engineering
spellingShingle Structural engineering
Hussin, Nurul Izza
The study of early strength development of foamed concrete / Nurul Izza Hussin
description Foamed concrete is the latest technology in construction industries in Malaysia. Normal concrete used cement, aggregate, sand and water as materials in order to produce concrete. As for the foamed concrete, it uses same materials except replace aggregate with foaming agent which consists of synthetics and protein based. Foamed concrete has low density which is approximately 400 kg/m3 – 1800 kg/m3. Although the weight is small, it is a highly workable, self-leveling, self-compacting and good thermal insulation. It gives benefit to the construction industries as an alternative method for replacing aggregate in concrete in order to prevent from using aggregates continuously that may decrease the volume of natural aggregates besides producing better quality of the concrete. The objectives of this project is to determine the early strength for foamed concrete of density 1200 kg/m3 – 1400 kg/m3 and to conduct the study on the effect to the early strength of foamed concrete added with admixtures which is Glenium C380 and Calcium Nitrate. The scope of this project is to focus on compressive strength at early age of concrete and the effect of admixtures. There are 5 different types of cement-sand ratio; 1:1, 1:2, 1:3, 2:1 and 3:1 with density between 1200 kg/m3 – 1400 kg/m3. All work was carried out at heavy laboratory by using cube mould 100 x 100 x 100 mm. All data for the compressive strength were recorded at age 1, 7 and 28 days. Based on the results, the strength of foamed concrete with 3:1 mix proportion is the highest compressive strength meanwhile 1:3 mix proportions is the lowest one. Whilst, foamed concrete added with admixtures (Glenium C380 and Calcium Nitrate) give highest values for the compressive strength compared to the normal foamed concrete. However, among these admixtures, Glenium C380 gives highest values compared to the Calcium Nitrate.
format Student Project
author Hussin, Nurul Izza
author_facet Hussin, Nurul Izza
author_sort Hussin, Nurul Izza
title The study of early strength development of foamed concrete / Nurul Izza Hussin
title_short The study of early strength development of foamed concrete / Nurul Izza Hussin
title_full The study of early strength development of foamed concrete / Nurul Izza Hussin
title_fullStr The study of early strength development of foamed concrete / Nurul Izza Hussin
title_full_unstemmed The study of early strength development of foamed concrete / Nurul Izza Hussin
title_sort study of early strength development of foamed concrete / nurul izza hussin
publisher Faculty of Civil Engineering
publishDate 2006
url http://ir.uitm.edu.my/id/eprint/24956/
http://ir.uitm.edu.my/id/eprint/24956/1/PPb_%20NURUL%20IZZA%20BIN%20HUSSIN%20EC%20P%2006_5..pdf
first_indexed 2023-09-18T23:13:44Z
last_indexed 2023-09-18T23:13:44Z
_version_ 1777418973510369280