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A model for calculating optimal vertical alignments of interchanges

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  • Lee, Yusin
  • Cheng, Juey-Fu

Abstract

In this paper we propose a model to calculate an optimal vertical alignment of an interchange with a given horizontal layout. The vertical profiles of all ramps in the interchange are solved simultaneously. The problem is formulated as a mixed integer program. A heuristic that can solve the problem very efficiently is also proposed. The model and heuristic were tested by applying the technique to a real life example, a full system interchange with 4 legs and 8 ramps. Comparison of the computational results with the real layout, which was designed by a major consulting firm, indicates that the model produces designs close to those of human experts.

Suggested Citation

  • Lee, Yusin & Cheng, Juey-Fu, 2001. "A model for calculating optimal vertical alignments of interchanges," Transportation Research Part B: Methodological, Elsevier, vol. 35(5), pages 423-445, June.
    • Handle: RePEc:eee:transb:v:35:y:2001:i:5:p:423-445
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    References listed on IDEAS

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    2. Goh, C. J. & Chew, E. P. & Fwa, T. F., 1988. "Discrete and continuous models for computation of optimal vertical highway alignment," Transportation Research Part B: Methodological, Elsevier, vol. 22(6), pages 399-409, December.
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