File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Effects of tire-pavement contact pressure distributions on the response of asphalt concrete pavements

TitleEffects of tire-pavement contact pressure distributions on the response of asphalt concrete pavements
Authors
Issue Date1995
PublisherN R C Research Press. The Journal's web site is located at http://pubs.nrc-cnrc.gc.ca/cgi-bin/rp/rp2_desc_e?cjce
Citation
Canadian Journal Of Civil Engineering, 1995, v. 22 n. 5, p. 849-860 How to Cite?
AbstractA computer program VIEM has been developed for the elastic analysis of multilayered elastic pavements under the action of arbitrary tire-pavement contact pressure distributions. VIEM involves the use of a two-dimensional numerical integration to integrate point load solutions over the distributed pressure after discretizing the contact area into a finite number of triangular or quadrilateral elements. A theoretical investigation was performed to illustrate the effects of tire-pavement contact pressure distribution on the response of asphalt concrete pavements. Results confirm the general consensus that details of the contact pressure distribution affect stresses and strains.
Persistent Identifierhttp://hdl.handle.net/10722/150058
ISSN
2015 Impact Factor: 0.586
2015 SCImago Journal Rankings: 0.386

 

DC FieldValueLanguage
dc.contributor.authorYue, Zhong Qien_US
dc.contributor.authorSvec, Otto Jen_US
dc.date.accessioned2012-06-26T06:01:19Z-
dc.date.available2012-06-26T06:01:19Z-
dc.date.issued1995en_US
dc.identifier.citationCanadian Journal Of Civil Engineering, 1995, v. 22 n. 5, p. 849-860en_US
dc.identifier.issn0315-1468en_US
dc.identifier.urihttp://hdl.handle.net/10722/150058-
dc.description.abstractA computer program VIEM has been developed for the elastic analysis of multilayered elastic pavements under the action of arbitrary tire-pavement contact pressure distributions. VIEM involves the use of a two-dimensional numerical integration to integrate point load solutions over the distributed pressure after discretizing the contact area into a finite number of triangular or quadrilateral elements. A theoretical investigation was performed to illustrate the effects of tire-pavement contact pressure distribution on the response of asphalt concrete pavements. Results confirm the general consensus that details of the contact pressure distribution affect stresses and strains.en_US
dc.languageengen_US
dc.publisherN R C Research Press. The Journal's web site is located at http://pubs.nrc-cnrc.gc.ca/cgi-bin/rp/rp2_desc_e?cjceen_US
dc.relation.ispartofCanadian journal of civil engineeringen_US
dc.titleEffects of tire-pavement contact pressure distributions on the response of asphalt concrete pavementsen_US
dc.typeArticleen_US
dc.identifier.emailYue, Zhong Qi:yueqzq@hkucc.hku.hken_US
dc.identifier.authorityYue, Zhong Qi=rp00209en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0029388741en_US
dc.identifier.volume22en_US
dc.identifier.issue5en_US
dc.identifier.spage849en_US
dc.identifier.epage860en_US
dc.publisher.placeCanadaen_US
dc.identifier.scopusauthoridYue, Zhong Qi=7102782735en_US
dc.identifier.scopusauthoridSvec, Otto J=7004600608en_US

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats