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Reviewing permanent deformation of granular pavement layers

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dc.contributor.author Wolff, H
dc.contributor.author Visser, AT
dc.contributor.author De Beer, Morris
dc.date.accessioned 2019-02-14T10:50:21Z
dc.date.available 2019-02-14T10:50:21Z
dc.date.issued 1993
dc.identifier.citation Wolff, H., Visser, A.T. and De Beer, M. 1993. Reviewing permanent deformation of granular pavement layers. 13th Annual Transportation Convention, 1993, University of Pretoria, Pretoria en_US
dc.identifier.uri http://hdl.handle.net/10204/10714
dc.description Paper delivered during the 13th Annual Transportation Convention, 1993, University of Pretoria, Pretoria en_US
dc.description.abstract A brief review of the theory of material behavour is given as background to a discussion on the behaviour of granular materials as determined, from accurate measurments of elastic and plastic strains under fullscale Heavy Vehicle Simulator (HVS) testing. Analysis of these measurements indicated that granular materials behave elasto-plastically. Once the behavioural model of granular materials was determined, this model together with elastic and plastics deformation data collected from HVS testing on a number of sites throughout South Africa were used to develop a design model for granular pavement layers. The principle of S-N curves was used in the development of the design model. en_US
dc.language.iso de en_US
dc.relation.ispartofseries Worklist;21112
dc.relation.ispartofseries TOdB Old;134594
dc.subject Deformation en_US
dc.subject Granular pavement layers en_US
dc.subject Heavy Vehicle Simulator en_US
dc.subject S-N curves en_US
dc.title Reviewing permanent deformation of granular pavement layers en_US
dc.type Conference Presentation en_US
dc.identifier.apacitation Wolff, H., Visser, A., & De Beer, M. (1993). Reviewing permanent deformation of granular pavement layers. http://hdl.handle.net/10204/10714 en_ZA
dc.identifier.chicagocitation Wolff, H, AT Visser, and Morris De Beer. "Reviewing permanent deformation of granular pavement layers." (1993): http://hdl.handle.net/10204/10714 en_ZA
dc.identifier.vancouvercitation Wolff H, Visser A, De Beer M, Reviewing permanent deformation of granular pavement layers; 1993. http://hdl.handle.net/10204/10714 . en_ZA
dc.identifier.ris TY - Conference Presentation AU - Wolff, H AU - Visser, AT AU - De Beer, Morris AB - A brief review of the theory of material behavour is given as background to a discussion on the behaviour of granular materials as determined, from accurate measurments of elastic and plastic strains under fullscale Heavy Vehicle Simulator (HVS) testing. Analysis of these measurements indicated that granular materials behave elasto-plastically. Once the behavioural model of granular materials was determined, this model together with elastic and plastics deformation data collected from HVS testing on a number of sites throughout South Africa were used to develop a design model for granular pavement layers. The principle of S-N curves was used in the development of the design model. DA - 1993 DB - ResearchSpace DP - CSIR KW - Deformation KW - Granular pavement layers KW - Heavy Vehicle Simulator KW - S-N curves LK - https://researchspace.csir.co.za PY - 1993 T1 - Reviewing permanent deformation of granular pavement layers TI - Reviewing permanent deformation of granular pavement layers UR - http://hdl.handle.net/10204/10714 ER - en_ZA


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