Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65435
DC FieldValue
dc.titleDiscrete and continuous models for computation of optimal vertical highway alignment
dc.contributor.authorGoh, C.J.
dc.contributor.authorChew, E.P.
dc.contributor.authorFwa, T.F.
dc.date.accessioned2014-06-17T08:16:42Z
dc.date.available2014-06-17T08:16:42Z
dc.date.issued1988-12
dc.identifier.citationGoh, C.J.,Chew, E.P.,Fwa, T.F. (1988-12). Discrete and continuous models for computation of optimal vertical highway alignment. Transportation Research Part B 22 (6) : 399-409. ScholarBank@NUS Repository.
dc.identifier.issn01912615
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65435
dc.description.abstractThis paper describes a dynamic programming model and a state parametrization model formulated to solve two-dimensional highway location problems. A numerical example is presented to compare the solutions obtained using the two models. Features of the two approaches, with respect to their applicability in solving three-dimensional highway location problems in particular, are highlighted. This study forms the basis of a three-dimensional model that computes optimal horizontal and vertical alignments simultaneously. © 1988.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleTransportation Research Part B
dc.description.volume22
dc.description.issue6
dc.description.page399-409
dc.identifier.isiutNOT_IN_WOS
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