2013
DOI: 10.1016/j.trc.2013.06.006
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Key Equipment Identification model for correcting milepost errors of track geometry data from track inspection cars

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Cited by 30 publications
(31 citation statements)
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“…[34] DGPS is cited as a method for correcting location information that can be used when the infrastructure is set up for this, and another method cited for more accurate positioning is the use of radio frequency identification (RFID) tags. However, these two innovations are discounted for reasons of cost in the railway line of interest to [34] in favour of using features in the track itself. In the paper, extensive examples of alignment of collected data to the reference map are shown, but the results are still in error by between 1 and 7 m (approximately).…”
Section: Tachometer/odometermentioning
confidence: 99%
“…[34] DGPS is cited as a method for correcting location information that can be used when the infrastructure is set up for this, and another method cited for more accurate positioning is the use of radio frequency identification (RFID) tags. However, these two innovations are discounted for reasons of cost in the railway line of interest to [34] in favour of using features in the track itself. In the paper, extensive examples of alignment of collected data to the reference map are shown, but the results are still in error by between 1 and 7 m (approximately).…”
Section: Tachometer/odometermentioning
confidence: 99%
“…The lengths of the buffer segments are dependent on the milepoint shift of the nonaligned inspection in relation to the reference inspection. In this research, it takes on the value of 10 m as inspections are all processed by KEI (Xu et al., ). Following the convention of naming segments associated with the nonaligned inspection, the segment involving the corresponding segment and the two buffer segments is named the reference segment.…”
Section: A New Methods For Aligning Inspectionsmentioning
confidence: 99%
“…Through track geometry data, the state of rail infrastructure can be observed at inspection times in an exact and efficient way. By analyzing the geometry condition of the same track segment over and over again in different inspection runs, one can observe track deterioration including warping deformation through track geometry changes [43]. Therefore, it is reasonable to mine the track geometry data and extract the deterioration-sensitive features for the identification of defective slabs, especially for warping deformation detection.…”
Section: Swd Detection Based On Track Geometry Datamentioning
confidence: 99%