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Production of lightweight aggregate from fly ash and clay

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Bibliographic Details
Main Author: Mohamad Hafiz, Hanapi
Other Authors: Assoc. Prof. Dr. Khairul Nizar Ismail
Format: Learning Object
Language:English
Published: Universiti Malaysia Perlis (UniMAP) 2013
Subjects:
Fly ash
Clay
Lightweight aggregate
Aggregate
Portland cement
Sand
Online Access:http://dspace.unimap.edu.my/xmlui/handle/123456789/23946
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spelling my.unimap-239462013-03-06T13:45:11Z Production of lightweight aggregate from fly ash and clay Mohamad Hafiz, Hanapi Assoc. Prof. Dr. Khairul Nizar Ismail Fly ash Clay Lightweight aggregate Aggregate Portland cement Sand Access is limited to UniMAP community. The main objective of this study is to determine whether fly ash and clay can be used to produce lightweight aggregate, study the durability of lightweight aggregate from fly ash and clay and to make comparison between lightweight aggregate and normal aggregate. In this study, lightweight aggregate produced is spherical in shape and size of 10 mm. Forty samples are produced using different mixtures which is 40%, 50%, 60%, 70% and 80% of fly ash. Each mixture was heated in a furnace using different temperatures which is 850°C, 900°C, 950°C, 1000°C, 1050°C, 1100°C, 1150°C and 1200°C. The first test done on to the lightweight aggregate is specific gravity which is to choose a optimum lightweight aggregate to produced concrete cubes 50 mm x 50 mm x 50 mm. Besides that, 50 mm x 50 mm x 50 mm cube using normal aggregates are also produced to compare the compressive strength, water absorption and surface hardness. All samples were introduced into a different curing period of 7, 14 and 21 days. Each sample weighed after curing period to get water absorption and then followed by compressive strength and surface hardness test. This study was found that for 50% fly ash mixture and heated at a temperature of 1200°C is the most optimum lightweight aggregate. 50 mm x 50 mm x 50 mm cube were produced by using the 1:2:4 ratio of 1 cement 2 sand and 4 aggregate lightweight. This ratio is based on volume. 2013-03-06T13:45:11Z 2013-03-06T13:45:11Z 2012-05 Learning Object http://hdl.handle.net/123456789/23946 en Universiti Malaysia Perlis (UniMAP) School of Environmental Engineering
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider http://dspace.unimap.edu.my/
language English
topic Fly ash
Clay
Lightweight aggregate
Aggregate
Portland cement
Sand
spellingShingle Fly ash
Clay
Lightweight aggregate
Aggregate
Portland cement
Sand
Mohamad Hafiz, Hanapi
Production of lightweight aggregate from fly ash and clay
description Access is limited to UniMAP community.
author2 Assoc. Prof. Dr. Khairul Nizar Ismail
author_facet Assoc. Prof. Dr. Khairul Nizar Ismail
Mohamad Hafiz, Hanapi
format Learning Object
author Mohamad Hafiz, Hanapi
author_sort Mohamad Hafiz, Hanapi
title Production of lightweight aggregate from fly ash and clay
title_short Production of lightweight aggregate from fly ash and clay
title_full Production of lightweight aggregate from fly ash and clay
title_fullStr Production of lightweight aggregate from fly ash and clay
title_full_unstemmed Production of lightweight aggregate from fly ash and clay
title_sort production of lightweight aggregate from fly ash and clay
publisher Universiti Malaysia Perlis (UniMAP)
publishDate 2013
url http://dspace.unimap.edu.my/xmlui/handle/123456789/23946
_version_ 1643794163760627712
score 13.214268

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