Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65656
DC FieldValue
dc.titleGraphical solutions for back-calculation of rigid pavement parameters
dc.contributor.authorFwa, T.F.
dc.contributor.authorTan, K.H.
dc.contributor.authorLi, S.
dc.date.accessioned2014-06-17T08:19:12Z
dc.date.available2014-06-17T08:19:12Z
dc.date.issued1998-01
dc.identifier.citationFwa, T.F.,Tan, K.H.,Li, S. (1998-01). Graphical solutions for back-calculation of rigid pavement parameters. Journal of Transportation Engineering 124 (1) : 102-104. ScholarBank@NUS Repository.
dc.identifier.issn0733947X
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65656
dc.description.abstractThis technical note presents the graphical version of the solutions of a closed-form back-calculation algorithm for two-layer rigid pavements. The development of the graphs and the theoretical basis for the choice of analysis parameters for the graphical solutions are described. Graphs are developed for back-calculating the moduli of the pavement slab and the subgrade, based on the common deflection measurement data obtainable from typical falling weight deflectometer tests. Two sets of graphs are presented, one for back-calculating the radius of relative stiffness, and the other for determining the deflection factor that relates pavement properties to surface deflections. The graphical solutions are applicable for back-calculating the properties of ngid pavements supported on either a liquid foundation or a solid foundation.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleJournal of Transportation Engineering
dc.description.volume124
dc.description.issue1
dc.description.page102-104
dc.identifier.isiutNOT_IN_WOS
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