John P. Morrissey
John P. Morrissey
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Moving Load
Trackbed settlement and associated ballast degradation due to repeated train moving loads
With increasing train speed and wheel axle load, severe vibrations can occur in a ballasted trackbed, thereby accelerating the degradation of the ballast particles and ultimately causing excessive settlement. To gain insights into the long-term trackbed behavior and the ballast degradation evolution, a full-scale ballasted track experiment with eight sleepers was designed and tested on a validated physical model test platform (ZJU-iHSRT).
Qiusheng Gu
,
Chuang Zhao
,
Xuecheng Bian
,
John P. Morrissey
,
Jin Y. Ooi
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DOI
DEM Simulation of Simplified Railway Embankment Under the Effect of Train-Induced Dynamic Load
With the rapid development of high-speed railway over the world in recent years, more and more researchers are focused on the strength, stiffness and stability of the embankment. It’s more and more popular to use the discrete element method (DEM) to study cemented granular materials (e.g. rocks and concrete).
Qiusheng Gu
,
Xuecheng Bian
,
John P. Morrissey
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DOI
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