Evaluation of water ingress in cement treated material for durability assessments

Main Roads Western Australia currently prohibits the strength gained from cement modified materials to reduce pavement thickness due to the lack of durability of the cement treatment. It has been found both in Western Australia and internationally that the cement treatment of basecourse " disap...

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Main Authors: Yeo, Y., Nikraz, Hamid
Format: Journal Article
Published: 2012
Online Access:http://search.informit.com.au/documentSummary;dn=914570370005579;res=IELENG
http://hdl.handle.net/20.500.11937/36394
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author Yeo, Y.
Nikraz, Hamid
author_facet Yeo, Y.
Nikraz, Hamid
author_sort Yeo, Y.
building Curtin Institutional Repository
collection Online Access
description Main Roads Western Australia currently prohibits the strength gained from cement modified materials to reduce pavement thickness due to the lack of durability of the cement treatment. It has been found both in Western Australia and internationally that the cement treatment of basecourse " disappears" due to a chemical retardation process known as carbonation. Carbonation occurs at the interface between cement matrices and pores with the presence of carbon dioxide in pore water. This paper therefore investigates the relationship between moisture ingress and cement content. The tube suction test and the unconfined compressive strength test are applied. The tube suction test measures the dielectric value, a measurement of electromagnetic wave reflection as an index of the performance of cemented basecourse. Subsequently, the sorptivity parameter is assessed which shows a correlation between the rate of water ingress and the square root of time. The results show that an increase in cement content proves to be beneficial in managing water ingress. © 2012 Institution of Engineers Australia.
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spelling curtin-20.500.11937-363942017-01-30T13:55:31Z Evaluation of water ingress in cement treated material for durability assessments Yeo, Y. Nikraz, Hamid Main Roads Western Australia currently prohibits the strength gained from cement modified materials to reduce pavement thickness due to the lack of durability of the cement treatment. It has been found both in Western Australia and internationally that the cement treatment of basecourse " disappears" due to a chemical retardation process known as carbonation. Carbonation occurs at the interface between cement matrices and pores with the presence of carbon dioxide in pore water. This paper therefore investigates the relationship between moisture ingress and cement content. The tube suction test and the unconfined compressive strength test are applied. The tube suction test measures the dielectric value, a measurement of electromagnetic wave reflection as an index of the performance of cemented basecourse. Subsequently, the sorptivity parameter is assessed which shows a correlation between the rate of water ingress and the square root of time. The results show that an increase in cement content proves to be beneficial in managing water ingress. © 2012 Institution of Engineers Australia. 2012 Journal Article http://hdl.handle.net/20.500.11937/36394 http://search.informit.com.au/documentSummary;dn=914570370005579;res=IELENG restricted
spellingShingle Yeo, Y.
Nikraz, Hamid
Evaluation of water ingress in cement treated material for durability assessments
title Evaluation of water ingress in cement treated material for durability assessments
title_full Evaluation of water ingress in cement treated material for durability assessments
title_fullStr Evaluation of water ingress in cement treated material for durability assessments
title_full_unstemmed Evaluation of water ingress in cement treated material for durability assessments
title_short Evaluation of water ingress in cement treated material for durability assessments
title_sort evaluation of water ingress in cement treated material for durability assessments
url http://search.informit.com.au/documentSummary;dn=914570370005579;res=IELENG
http://hdl.handle.net/20.500.11937/36394