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dc.contributor.authorYeo, Yang Sheng
dc.contributor.authorNikraz, Hamid
dc.contributor.authorJitsangiam, Peerapong
dc.date.accessioned2017-01-30T13:18:54Z
dc.date.available2017-01-30T13:18:54Z
dc.date.created2013-01-29T20:00:24Z
dc.date.issued2012
dc.identifier.citationYeo, Yang Sheng and Nikraz, Hamid and Jitsangiam, Peerapong. 2012. Tube Suction Test to Measure Moisture Susceptibility of Australian Pavements. Engineering Journal. 16 (4): pp. 159-168.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/30327
dc.identifier.doi10.4186/ej.2012.16.4.159
dc.description.abstract

Moisture ingress is a primary catalyst for pavement damage and plays a key role in the performance of pavement materials in service. Moisture intrusion eventuates to early development of deficiencies (potholes) due to “pumping” effects and reduced effective strength of the pavement. Cement stabilisation is one of the preventive measures that are applied to minimise moisture ingress into pavements. This study utilises the Tube Suction Test (TST), developed by Texas Department of Transportation (TxDOT), to assess its robustness as an engineering tool to measure moisture ingress and to determine the relationship between water ingress and cement content. The TST is a non-destructive testing method that measures the dielectric value (DV) of materials which is a measure of the moisture content. Mixes ranging from 1% to 6% cement content by mass are tested. The results allow the determination of a DV tangent which potentially characterises the moisture susceptibility of stabilised material. Results also show that a marked improvement in moisture susceptibility is achieved with 3% cement content. Preliminary results obtained from this study shows that TST may have the potential for industrial application but will require further investigations.

dc.publisherChulalongkorn University, Faculty of Engineering
dc.subjectstabilization
dc.subjectmoisture
dc.subjectTube suction test
dc.subjectpavements
dc.titleTube Suction Test to Measure Moisture Susceptibility of Australian Pavements
dc.typeJournal Article
dcterms.source.volume16
dcterms.source.number4
dcterms.source.startPage159
dcterms.source.endPage168
dcterms.source.issn0125-8281
dcterms.source.titleEngineering Journal
curtin.note

This article is published under the Open Access publishing model and distributed under the terms of the Creative Commons Attribution License http://creativecommons.org/licenses/by/3.0/ Please refer to the licence to obtain terms for any further reuse or distribution of this work.

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curtin.accessStatusOpen access


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