This paper presents a methodology to consider vague soil parameters required for earthwork optimisation, and to develop a genetic algorithm-based constrained curve-fitting technique required for highway vertical alignment process. The weighted ground line method is an earthwork optimisation methodology based on a hypothetical reference line and taking into account three soil properties to calculate realistic cut–fill volumes, namely swelling potential, compactibility percentage, and material appropriateness percentage. In this study, fuzzy rule-based inference methodology, which utilises previous experiences that can be expressed with linguistic terms, is employed to characterise swelling/shrinkage behaviour. In addition, material appropriateness concept is also adopted into developed optimisation methodology by a parametric algorithm using technical specifications and geotechnical data. Consequently, the genetic algorithm approach is employed for the determination of final grade line considering weighted ground elevations. The method involving an algorithm to consider the soil parameters as well as an evolutionary computation-based constrained curve-fitting technique produces outstanding geometric alignments.
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November 2009
Research Article|
November 01 2009
Method for optimal vertical alignment of highways
A. B. Goktepe;
A. B. Goktepe
Department of Civil Engineering
Ege University, Izmir, Turkey
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A. H. Lav;
A. H. Lav
Department of Civil Engineering
Istanbul Technical University, Istanbul, Turkey
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S. Altun
S. Altun
Department of Civil Engineering
Ege University, Izmir, Turkey
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Publisher: Emerald Publishing
Revision Received:
October 05 2008
Accepted:
March 25 2009
Online ISSN: 1751-7710
Print ISSN: 0965-092X
© 2009 Thomas Telford Ltd
2009
Proceedings of the Institution of Civil Engineers - Transport (2009) 162 (4): 177–188.
Article history
Revision Received:
October 05 2008
Accepted:
March 25 2009
Citation
Goktepe AB, Lav AH, Altun S (2009), "Method for optimal vertical alignment of highways". Proceedings of the Institution of Civil Engineers - Transport, Vol. 162 No. 4 pp. 177–188, doi: https://doi.org/10.1680/tran.2009.162.4.177
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