PFC’s Application on the Dynamic Response Analysis of High Speed Railway Ballastless Subgrade

Li Jing Wen He; Quan Mei Gong

doi:10.4028/www.scientific.net/AMM.505-506.9

Paper Titles

Preface and Conference Organization

The Load Carrying Mechanism of Plate-Chair Type Retaining Structure
p.3

PFC’s Application on the Dynamic Response Analysis of High Speed Railway Ballastless Subgrade
p.9

Characteristic Analysis of Dynamic Modulus for High Modulus Asphalt Concrete
p.15

Influence Factors Analysis of CFG Piles Treatment in Highway Soft Foundation Settlement
p.19

Application of Impact-Echo Method in Grouting Inspection in Ducts inside Prefabricated Box Girder
p.24

Management Research on Treatment Measures for Differential Settlement of Tianjin-Binhai Expressway's Widened Subgrade
p.28

Research on Basalt Fiber Asphalt Concrete's Low Temperature Performance
p.35

Research on Basalt Fiber Asphalt Concrete's High Temperature Performance
p.39

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 505-506PFC’s Application on the Dynamic Response Analysis...

PFC’s Application on the Dynamic Response Analysis of High Speed Railway Ballastless Subgrade

Abstract:

The biaxial test on ballastless track subgrade material of surface layer and bottom layer of subgrade was established using the particle flow code(PFC). Based on the micro parameter gotten from the biaxial test, a two-dimensional discrete element model of slab Ballastless Track subgrade is modeled. The dynamic response under dynamic load was calculated. A comparison of simulation results and the field measured data shows goodness of fit which provides a new way of simulation on dynamic response of high speed railway subgrade.

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Periodical:

Applied Mechanics and Materials (Volumes 505-506)

Pages:

9-14

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.505-506.9

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Online since:

January 2014

Authors:

Li Jing Wen He*, Quan Mei Gong

Keywords:

Discrete Element Method (DEM), Dynamic Response, High-Speed Railway (HSR), Slab Track

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* - Corresponding Author

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