Abstract/Details

Fractal analysis of geometry data for railway track condition assessment


2002 2002

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Abstract (summary)

This dissertation presents the results of the study that was conducted to examine the use of fractal analysis to quantify track geometry data meaningfully so that the geometry data could then become a much greater part of the railroad decision-making process. The report begins with a background discussion on railway track geometry and measurement techniques. The theory behind fractals is presented along with the divider fractal dimensioning technique. The divider method is discussed in detail to provide an edifying example of the fractal analysis concept, and to show how this method is used to quantify railroad track geometry data. The concept of “true” versus “natural” fractals, multi-fractals, and long-range dependency was explored and examples supporting the discussion were presented.

The dissertation presents the working procedures for fractal analysis of track geometry data based on the divider fractal dimensioning technique. These procedures were used as the basis for two computer programs (FTEval and FTAuto) for fractal analysis of large volumes of railway track geometry data. This study focused primarily on vertical profile since it is the geometry parameter most affected by substructure condition.

Fractal analysis was performed on a large amount of track geometry data and edifying examples are presented that show how fractal analysis effectively characterizes the functional condition of the track. The different orders of roughness within geometry data are also discussed. The benefit of fractal analysis for examining different lengths of track is shown. Examples of specific applications of fractal analysis of geometry data are given, including categorizing track, waveform characterization and quantification of the overall track quality.

The results of a study to examine the benefits of fractal analysis of geometry data for maintenance planning are given. A discussion of the results of an empirical study is also included. The empirical study attempted to correlate known substructure conditions (based on previous studies) with the results of fractal analysis performed on a history of geometry data.

Indexing (details)


Subject
Civil engineering
Classification
0543: Civil engineering
Identifier / keyword
Applied sciences; Railway; Track
Title
Fractal analysis of geometry data for railway track condition assessment
Author
Hyslip, James Philip
Number of pages
155
Publication year
2002
Degree date
2002
School code
0118
Source
DAI-B 63/06, Dissertation Abstracts International
Place of publication
Ann Arbor
Country of publication
United States
ISBN
9780493715155, 0493715150
Advisor
Selig, Ernest T.
University/institution
University of Massachusetts Amherst
University location
United States -- Massachusetts
Degree
Ph.D.
Source type
Dissertations & Theses
Language
English
Document type
Dissertation/Thesis
Dissertation/thesis number
3056241
ProQuest document ID
275683630
Copyright
Database copyright ProQuest LLC; ProQuest does not claim copyright in the individual underlying works.
Document URL
http://search.proquest.com/docview/275683630
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