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Title: Comparative Analysis of Dynamic Behavior of Two HMA Railway Substructures
Accession Number: 01340736
Record Type: Component
Abstract: A numerical analysis using a finite element program was performed on three structures, these include: Hot Mix Asphalt (HMA) reinforced trackbed (ACRS-1), HMA direct supported trackbed (ACRS-2), and traditional Portland Cement Concrete (PCC) slab track (SlabTrack). Although the comprehensive dynamic responses of ACRS-1 were similar with SlabTrack, HMA layer can positively affect the stress distributions. Especially, the horizontal stresses indicate that the resilience of ACRS-1 was improved relative to SlabTrack. In addition, HMA reinforced substructure has capacity to recover the residual vertical deformation. At a depth of 2 meters beneath rails, the deformation and vertical acceleration of the three structures were negligible. However, when a depth from 0 to 2 meters analyzed the peak values of ACRS-2 were the largest among the three structures. So the effective depth for weakening dynamic loadings is mainly from 0 to 2 meters especially true at 0.5 meters from this analysis. The results from the analysis show that HMA is a suitable material for railway substructure to enhance resilient performance, improve the stress distribution, weaken dynamic loading, and lower the vibration especially at the effective depth of 2 meters. The HMA constructed at the top of the stone subbase layer allows the vertical modulus a smooth transition. In terms of the comprehensive dynamic behaviors, ACRS-1 is better than SlabTrack especially from the aspects stated above. The results for ACRS-2 are inconclusive and needs further research.
Supplemental Notes: The DVD lists the title of this paper as: Comparative Analysis of Dynamic Behavior of Two Hot Mix Asphalt Railway Substructures.
Monograph Title: Monograph Accession #: 01329018
Report/Paper Numbers: 11-1222
Language: English
Corporate Authors: Transportation Research Board 500 Fifth Street, NW Authors: Fang, MingjingRose, JerryWest, Randy CQiu, YanjunAi, ChangfaPagination: 14p
Publication Date: 2011
Conference:
Transportation Research Board 90th Annual Meeting
Location:
Washington DC, United States Media Type: DVD
Features: Figures
(7)
; References
(17)
; Tables
(1)
TRT Terms: Uncontrolled Terms: Subject Areas: Design; Railroads; I22: Design of Pavements, Railways and Guideways
Source Data: Transportation Research Board Annual Meeting 2011 Paper #11-1222
Files: TRIS, TRB
Created Date: Feb 17 2011 5:43PM
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