The selection of appropriate junction improvement schemes is somewhat complex, as most decisions involve multiple objectives, and several decision-makers are subject to stakeholders' review. Usually a subjective engineering judgement process is adopted for selecting new road alignment designs, and so the need arose for a generic decision model to be developed to support engineers and decision-makers in selecting the optimal design solution. This contribution uses multiple-criteria decision-making based on the analytical hierarchy process (AHP) as a means of adopting a formalised and systematic decision framework. The paper also discusses issues relating to inconsistency analyses and model validation. The practical value of the decision framework presented is that it allows the decision-maker to rank choices in the order of their effectiveness in meeting conflicting objectives or priorities.
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August 2006
Research Article|
August 01 2006
A decision model for junction improvement schemes
V. Vassou, Eur Ing, MBA, PhD, CEng, MICE, MInstNDT;
V. Vassou, Eur Ing, MBA, PhD, CEng, MICE, MInstNDT
Consultant
Atkins Highways & Transportation, Highways Asset Management Groups
Birmingham, UK
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A. Labib, MSc, MBA, PhD, CEng, FIEE, FORS;
A. Labib, MSc, MBA, PhD, CEng, FIEE, FORS
Professor of Operations and Assest Management
Department of Strategy and Business Systems, Portsmouth Business School
UK
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M. Roberts, PhD, CEng, MICE, MICorr
M. Roberts, PhD, CEng, MICE, MICorr
Structures Manager
Atkins Highways & Transportation, Highways Asset Management Group
Birmingham, UK
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Publisher: Emerald Publishing
Received:
December 22 2004
Accepted:
February 23 2006
Online ISSN: 1751-7710
Print ISSN: 0965-092X
© 2006 Thomas Telford Ltd
2006
Proceedings of the Institution of Civil Engineers - Transport (2006) 159 (3): 127–134.
Article history
Received:
December 22 2004
Accepted:
February 23 2006
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A decision model for junction improvement schemes
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Citation
Vassou V, Labib A, Roberts M (2006), "A decision model for junction improvement schemes". Proceedings of the Institution of Civil Engineers - Transport, Vol. 159 No. 3 pp. 127–134, doi: https://doi.org/10.1680/tran.2006.159.3.127
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