Engineering characteristics of the compressed-stabilized earth brick

Utilization of lime and rice husk ash for soil stabilization produced considerable strength gain and other geotechnical properties of the stabilized soils. Its application could be also superior for construction materials as compressed-stabilized earth (CSE) or unfired-brick. This paper presents the...

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Main Author: Agus Setyo Muntohar
Format: Laporan Penelitian
Language: Bahasa Inggris
Published: ELSEVIER 2011
Subjects:
Online Access: http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64323
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spelling oai:lib.umy.ac.id:643232021-06-16T13:08:07ZEngineering characteristics of the compressed-stabilized earth brickAgus Setyo MuntoharSoil stabilization,Brick,Lime,Rice husk ash,Compressive strength,Flexural strengthUtilization of lime and rice husk ash for soil stabilization produced considerable strength gain and other geotechnical properties of the stabilized soils. Its application could be also superior for construction materials as compressed-stabilized earth (CSE) or unfired-brick. This paper presents the investigation result of the application of lime and rice husk for unfired brick or compressed stabilized earth. The compressive and three-point flexural strength tests including compressive strength after water submersion were carried out in this present study. The investigation results show that compressive and flexural strength of clay brick are improved by adding of lime and RHA. The best quantity of lime and RHA in this study, is obtained by ratio 1:1 of lime and RHA. The addition of sand in stabilized clay resulted in more improvement in the water retention ability.ELSEVIER2011Laporan Penelitian-Bahasa Inggrishttp://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64323
institution Universitas Muhammadiyah Yogyakarta
collection Perpustakaan Yogyakarta
language Bahasa Inggris
topic Soil stabilization,Brick,Lime,Rice husk ash,Compressive strength,Flexural strength
spellingShingle Soil stabilization,Brick,Lime,Rice husk ash,Compressive strength,Flexural strength
Agus Setyo Muntohar
Engineering characteristics of the compressed-stabilized earth brick
description Utilization of lime and rice husk ash for soil stabilization produced considerable strength gain and other geotechnical properties of the stabilized soils. Its application could be also superior for construction materials as compressed-stabilized earth (CSE) or unfired-brick. This paper presents the investigation result of the application of lime and rice husk for unfired brick or compressed stabilized earth. The compressive and three-point flexural strength tests including compressive strength after water submersion were carried out in this present study. The investigation results show that compressive and flexural strength of clay brick are improved by adding of lime and RHA. The best quantity of lime and RHA in this study, is obtained by ratio 1:1 of lime and RHA. The addition of sand in stabilized clay resulted in more improvement in the water retention ability.
format Laporan Penelitian
author Agus Setyo Muntohar
author_sort Agus Setyo Muntohar
title Engineering characteristics of the compressed-stabilized earth brick
title_short Engineering characteristics of the compressed-stabilized earth brick
title_full Engineering characteristics of the compressed-stabilized earth brick
title_fullStr Engineering characteristics of the compressed-stabilized earth brick
title_full_unstemmed Engineering characteristics of the compressed-stabilized earth brick
title_sort engineering characteristics of the compressed-stabilized earth brick
publisher ELSEVIER
publishDate 2011
url http://oaipmh-jogjalib.umy.ac.idkatalog.php?opo=lihatDetilKatalog&id=64323
isbn -
_version_ 1702751139057893376
score 14.79448