The temperature and load stresses of elastic layer system

dc.contributor.authorXia, Yongxu
dc.contributor.authorHu, Dalin
dc.date.accessioned2008-12-10T07:28:17Z
dc.date.available2008-12-10T07:28:17Z
dc.date.issued2000-07
dc.descriptionThis paper was transferred from the original CD ROM created for this conference. The material on the CD ROM was published using Adobe Acrobat technology. The original CD ROM was produced by Document Transformation Technologies Postal Address: PO Box 560 Irene 0062 South Africa. Tel.: +27 12 667 2074 Fax: +27 12 667 2766 E-mail: doctech@doctech.co.za URL: http://www.doctech.co.zaen_US
dc.description.abstractPaper presented at the South African Transport Conference 17 - 20 July 2000 "Action in transport for the new millennium", CSIR International Convention Centre, Pretoria, South Africa. ABSTRACT: Strength and deformation behave of layer system is important to road engineering. According to thermo-elastic theory, expressions of stress and displacement of homogeneous layer system under both temperature change and static load are presented in this paper. The static loads enclodes single or poly circular loads and Fourier-Hankel transformation is used in study. The results of this study can be easily used in road engineering.en_US
dc.identifier.citationXia, Y & Hu, D 2000, 'The temperature and load stresses of elastic layer system', Paper presented to the South African Transport Conference, South Africa, 17 - 20 July.en_US
dc.identifier.urihttp://hdl.handle.net/2263/8342
dc.languageeng
dc.language.isoenen_US
dc.publisherSATCen_US
dc.relation.ispartofSATC 2000
dc.rightsUniversity of Pretoriaen_US
dc.subjectElastic layer systemen_US
dc.subjectCircular loads and temperature changeen_US
dc.subjectForuier-Hankel transformationen_US
dc.subjectStressesen_US
dc.subjectDisplacementsen_US
dc.subjectPavementsen_US
dc.subject.lcshTransportation -- South Africa -- Congresses
dc.subject.lcshTransportation
dc.titleThe temperature and load stresses of elastic layer systemen_US
dc.typePresentationen_US

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