Stiffness Coefficient in the Transition Zone Between Ballasted and Ballastless Track and Its Influence on Formation Stressing [PDF]
, 2010 In this paper, a parametric investigation of the static and dynamic elasticity (stiffness coefficient) of the railway track and of the elastic pads of the fastenings is presented for the cases of Ballastless Track (Slab Track and Embedded Track ...
Giannakos, Konstantinos
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Circular Slab Track—Structural Analysis of Adapting Composite Materials to Ballastless Track Systems
InfrastructuresRail transport is widely regarded as an efficient and environmentally sustainable mode of mobility, although lifecycle emissions from infrastructure can diminish its ecological benefits. This study assesses a novel slab track system design that replaces conventional concrete components with recycled polymeric composite sleepers, supporting circular ...
Lasse Hansen +3 more
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Interaction Between Superstructure and Substructure in Railways [PDF]
, 2010 The railway track superstructure undertakes the forces that develop during train movement and distributes them towards its seating. The track panel (sleepers with their fastenings or slab with the fastenings) plays a key role in terms of load ...
Giannakos, Konstantinos
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Life cycle cost, energy and carbon assessments of Beijing-Shanghai high-speed railway [PDF]
, 2019 The Beijing-Shanghai High-Speed Railway (HSR) is one of the most important railways in China, but it also has impacts on the economy and the environment while creating social benefits. This paper uses a life cycle assessment (LCA) method and a life cycle
Kaewunruen, Sakdirat +2 more
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Influences of dynamic material properties of slab track components on the train-track vibration interactions [PDF]
, 2020 Slab tracks or so-called ballastless tracks have been widely adopted for highspeed rail networks. Material properties of slab track components have significant influences on the serviceability performance of both high-speed trains and the slab tracks. In
Kaewunruen, Sakdirat, Li, Ting, Su, Qian
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Railway Engineering Science, 2020 Due to the fact that ballastless tracks in high-speed railways are not only subjected to repeated train–track dynamic interaction loads, but also suffer from complex environmental loads, the fundamental understanding of mechanical performance of ...
Shengyang Zhu +3 more
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Dynamic behaviours of precast steel-concrete composite railway track slabs [PDF]
, 2017 This paper highlights an investigation into the dynamic behaviours of a precast steel-concrete composite slab panel for railway track slabs. The steel-concrete composite slab track is an evolvement from the slab track, a form of ballastless track which ...
Kaewunruen, Sakdirat +3 more
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[[alternative]]Dynamic Response Analysis of Beam-Type Structures to Moving Loads with High Speeds (II) [PDF]
計畫編號：NSC92-2211-E032-016研究期間：200308~200407研究經費：362,000[[sponsorship ...
姚忠達
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Dynamic Response of Train–Ballastless Track Caused by Failure in Cement–Asphalt Mortar Layer
BuildingsCement–asphalt (CA) mortar voids in earth’s structure are prone to inducing abnormal vibrations in vehicle and track systems and are more difficult to recognize.
Xicheng Chen, Yanfei Pei, Kaiwen Liu
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Case Studies in Thermal EngineeringIn regions with large daily temperature differences, double-block ballastless tracks have experienced severe interface damage and warping deformation at the slab ends.
Youxin Wei +4 more
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