2011
DOI: 10.3141/2261-19
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Biobjective Optimization Model for Maintenance and Renewal Decisions Related to Rail Track Geometry

Abstract: This study developed a biobjective optimization model for planning maintenance and renewal actions related to track geometry in a railway network. The problem was modeled as a biobjective integer optimization problem from the perspective of the infrastructure manager. Two objective functions were minimized: (a) the total costs of planned maintenance and renewal actions and (b) the total number of train delays caused by speed restrictions. A small example for a simple network was analyzed in which the optimal P… Show more

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Cited by 52 publications
(34 citation statements)
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“…The first category concentrates on railway component degradation modeling and maintenance interval determination for a single component or a single type of maintenance activity. Ballast tamping is referred to as a preventive maintenance activity in a number of studies (Zhao et al 2006;Andrade and Teixeira 2011;Caetano and Teixeira 2016;Vale et al 2012). A life-cycle cost approach for ballast tamping and renewal is presented in Zhao et al (2006).…”
Section: Literature Reviewmentioning
confidence: 99%
“…The first category concentrates on railway component degradation modeling and maintenance interval determination for a single component or a single type of maintenance activity. Ballast tamping is referred to as a preventive maintenance activity in a number of studies (Zhao et al 2006;Andrade and Teixeira 2011;Caetano and Teixeira 2016;Vale et al 2012). A life-cycle cost approach for ballast tamping and renewal is presented in Zhao et al (2006).…”
Section: Literature Reviewmentioning
confidence: 99%
“…Recently, research on railway-specific M&R actions appeared. One branch concentrated on optimizing synchronized M&R actions on multiple track components, considering track degradation and operational aspects (Andrade and Teixeira, 2011;Caetano and Teixeira, 2013, 2016Dao et al, 2018). Track degradation was also considered by Lee et al (2018) and Peralta et al (2018), in tandem with track quality constraints, and safety and resource constraints.…”
Section: Literature Reviewmentioning
confidence: 99%
“…ballast, sleeper, and overhead line, or a single type of activity where the optimal maintenance or renewal intervals for the component are identified (Zhao et al 2006; Andrade and Teixeira 2011;Vale et al 2012;Zhao et al 2007;Zorita A. L. et al 2010;Santos and Teixeira 2012). Others scholars investigate a single track line with different types of component to determine the optimal maintenance schedule to be applied to the line (Budai et al 2006;Pouryousef et al 2010;Pargar et al 2017;Caetano and Teixeira 2013;Caetano and Teixeira 2015;Zhao et al 2009;Dao et al 2018;Higgins 1998;Burkhalter et al 2018).…”
Section: Introductionmentioning
confidence: 99%