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dc.contributor.convenorJ. Chungen_AU
dc.contributor.authorChai, Garyen_US
dc.contributor.authorOh, Erwinen_US
dc.contributor.authorBalasubramaniam, Balaen_US
dc.contributor.editorKazunori Uchida et alen_US
dc.date.accessioned2017-05-03T14:08:29Z
dc.date.available2017-05-03T14:08:29Z
dc.date.issued2005en_US
dc.date.modified2008-10-16T08:12:21Z
dc.identifier.refurihttp://www.isope.org/conferences/conferences.htmen_AU
dc.identifier.urihttp://hdl.handle.net/10072/2703
dc.description.abstractCement stabilization is one of the most common techniques for stabilizing recycled road base material, and offers a longer pavement life. With the cement effect, the increase in stiffness of the stabilized layer would provide better load transfer to the pavement foundation. The recycling method provides an environmental friendly option as the existing road base materials will not be removed. This paper presents a case study at a trial section along the North-South Expressway in Malaysia, where the Falling Weight Deflectometer (FWD) was adopted to determine the in situ stiffness of the cement stabilized road base material. The FWD would assess the compressive strength and the material stiffness of the cement stabilized layer. The improvement in the stiffness of the stabilized base layer was monitored, and samples were tested during the trial. FWD was found to be useful for the structural assessment of the cement stabilized base layer prior to the placement of asphalt layers. Results from the FWD were also used to verify the assumed design parameters for the pavement. Using the FWD, an empirical relationship between the deflection and the stiffness modulus of the pavement foundation is proposed in this paper.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.format.extent51867 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherInternational Society of Offshore and Polar Engineeringen_US
dc.publisher.placeUSAen_US
dc.publisher.urihttp://www.isope.org/conferences/conferences.htmen_US
dc.publisher.urihttp://www.isope.org/publications/publications.htmen_US
dc.relation.ispartofstudentpublicationYen_AU
dc.relation.ispartofconferencenameInternational Offshore and Polar Engineering Conferenceen_US
dc.relation.ispartofconferencetitleProceedings of the Fifteenth (2005) International Offshore and Polar Engineering Conferenceen_US
dc.relation.ispartofdatefrom2005-06-19en_US
dc.relation.ispartofdateto2005-06-24en_US
dc.relation.ispartoflocationSeoul, Koreaen_US
dc.rights.retentionNen_AU
dc.subject.fieldofresearchcode290805en_US
dc.titleIn-Situ Stabilization of Road Base Using Cement - A Case Study in Malaysiaen_US
dc.typeConference outputen_US
dc.type.descriptionE1 - Conference Publications (HERDC)en_US
dc.type.codeE - Conference Publicationsen_US
gro.facultyGriffith Sciences, Griffith School of Engineeringen_US
gro.rights.copyrightCopyright 2005 ISOPE. The attached file is reproduced here in accordance with the copyright policy of the publisher, for your personal use only. No further distribution permitted. For information about this conference please refer to the publisher's website.en_AU
gro.date.issued2005
gro.hasfulltextFull Text


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    Contains papers delivered by Griffith authors at national and international conferences.

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