2002PROCEEDINGS OF THE INTERNATIONAL CONFERENCE RAILWAY ENGINEERING 2002, HELD LONDON, UK, JULY 2002 - CD ROMRequires access

TRACK DYNAMIC ANALYSIS FOR TRACK SETTLEMENT & IRREGULARITY GROWTH

Masayoshi Ishida, Akira Namura, Takashi Suzuki

Open publisher page 6 citations

Abstract

It is very important to understand the mechanism of track deterioration and predict track settlement or track irregularity growth rate for reducing track maintenance costs and designing new track structures. Track site measurements have been carried out to investigate the tendency of track settlement, track dynamic behaviour influenced by the progress of track deterioration. The adequacy of simulation model for predicting track settlement was also investigated. The simulation model consists of a vehicle/track dynamic model and a track settlement law proposed in the draft of ballast track design standard. This paper describes an interesting tendency of track settlement and ballast dynamic behaviour including loose sleepers obtained from the track site measurements and the applicability of the simulation model to predicting those phenomena. For the covering abstract see ITRD E122683.

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What this paper is about

It is very important to understand the mechanism of track deterioration and predict track settlement or track irregularity growth rate for reducing track maintenance costs and designing new track structures. Track site measurements have been carried out to investigate the tendency of track settlement, track dynamic behaviour influenced by the progress of track deterioration. The adequacy of simulation model for predicting track settlement was also investigated. The simulation model consists of a vehicle/track dynamic model and a track settlement law proposed in the draft of ballast track design standard. This paper describes an interesting tendency of track settlement and ballast dynamic behaviour including loose sleepers obtained from the track site measurements and the applicability of the simulation model to predicting those phenomena. For the covering abstract see ITRD E122683.

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Available abstract

It is very important to understand the mechanism of track deterioration and predict track settlement or track irregularity growth rate for reducing track maintenance costs and designing new track structures. Track site measurements have been carried out to investigate the tendency of track settlement, track dynamic behaviour influenced by the progress of track deterioration. The adequacy of simulation model for predicting track settlement was also investigated. The simulation model consists of a vehicle/track dynamic model and a track settlement law proposed in the draft of ballast track design standard. This paper describes an interesting tendency of track settlement and ballast dynamic behaviour including loose sleepers obtained from the track site measurements and the applicability of the simulation model to predicting those phenomena. For the covering abstract see ITRD E122683.

Key concepts: Track (disk drive), Ballast, Settlement (finance), Engineering, Fast track, Computer science, Mechanical engineering, Electrical engineering

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