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CALCULATIONS ON SUBSIDENCE OF TRACK BY "NEW THEORY ON TRACK DETERIORATION"

Masayuki Hirano

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Abstract

A theory of track deterioration based on subsidence of ballast and of subgrade has been investigated. An equation for deterioration of heavy traffic lines with continuous welded rail taking into consideration speed, traffic density, roadbed condition and other factors shows that subsidence of bad track is about four times that of good track.

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A theory of track deterioration based on subsidence of ballast and of subgrade has been investigated. An equation for deterioration of heavy traffic lines with continuous welded rail taking into consideration speed, traffic density, roadbed condition and other factors shows that subsidence of bad track is about four times that of good track.

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Available abstract

A theory of track deterioration based on subsidence of ballast and of subgrade has been investigated. An equation for deterioration of heavy traffic lines with continuous welded rail taking into consideration speed, traffic density, roadbed condition and other factors shows that subsidence of bad track is about four times that of good track.

Key concepts: Track (disk drive), Subgrade, Ballast, Subsidence, Geotechnical engineering, Geology, Geodesy, Engineering

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