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contributor authorAlfred E. Fazio
contributor authorJ. L. Corbin
date accessioned2017-05-08T21:02:10Z
date available2017-05-08T21:02:10Z
date copyrightJanuary 1986
date issued1986
identifier other%28asce%290733-947x%281986%29112%3A1%2846%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36244
description abstractRailroads have long faced the problem of formulating an objective measure of track quality, termed a Track Quality Index (TQI). However, the industry has yet to formulate a standardized TQI. The Federal Railroad Administration has mandated track safety standards. These could be interpreted as the lower bound of track condition, with track design standards representing the upper bound. A Track Quality Index addresses the condition of track between these bounds. Since track geometry serves as the forcing function on a free rolling rail car, it is the logical basis for formulating a TQI. Another advantage of track geometry is its ability to be automatically measured and recorded at high speeds. Research has shown that track geometry can be represented as a periodically modulated random process. In good quality, i.e., high speed track, a significant percentage of the maintenance performed is directed towards the deterministic components. It is therefore essential to include these in a TQI for high speed track.
publisherAmerican Society of Civil Engineers
titleTrack Quality Index for High Speed Track
typeJournal Paper
journal volume112
journal issue1
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(1986)112:1(46)
treeJournal of Transportation Engineering, Part A: Systems:;1986:;Volume ( 112 ):;issue: 001
contenttypeFulltext


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