Results 31 to 40 of about 1,258 (248)
According to the characteristics of complex terrain and bad geological conditions in the southwest mountainous area of China, it is proposed that cast-in situ double-block ballastless track with layers and blocks structure should be adopted ...
Li Yao
doaj +1 more source
Vertical Dynamic Analysis of Ballastless Tracks on Train-Track- Bridge System [PDF]
In order to investigate the vertical dynamic response characteristics of train-track-bridge system on CWR (Continunously Welded Rail) under dynamic load of train on HSR (High-Speed Railway) bridge.
Xie Haoran, Yan Bin, Huang Jie
doaj +1 more source
High-speed railways (HSRs) are established all over the world owing to their advantages of high speed, ride comfort, and low vibration and noise. A ballastless track slab is a crucial part of the HSR, and its working condition directly affects the safe ...
Gaoran Guo, Xuhao Cui, Bowen Du
doaj +1 more source
Study on Temperature Force Control Mechanism of CRTSⅡ Slab Track: Control Conditions of Temperature Cracking [PDF]
Diseases such as track slab arching and joint concrete crushing of China Railway Track System (CRTS)II slab track were caused by huge temperature force, which seriously threatens driving safety of trains.
Cai, Jiasheng +4 more
core +2 more sources
Drying-induced cracks are an important issue for bi-block ballastless track system consisting of foundation, precast sleepers, and cast-in-place track slab, which not only significantly affects the comfortableness and safety of rapid transit railway but ...
Shihao Cao +5 more
doaj +1 more source
Field Tests on Eco-Friendly Railway Precast Concrete Slab
This study focuses on evaluating the field performance of a newly developed eco-friendly precast concrete slab track structure for railway/subway systems in Seoul, South Korea.
Taehoon Koh, Moochul Shin
doaj +1 more source
Field Measurement and Energy Analysis of Ground‐Borne Vibration around High‐Speed Railway Viaduct
In order to investigate the vibration characteristics and propagation mechanism of ground vibrations induced by high‐speed train passing through the viaduct, a field experiment is carried out, and the measured data is deeply analyzed. Besides the independent time domain and frequency domain analysis, the continuous wavelet transform (CWT) is performed ...
Yanmei Cao +4 more
wiley +1 more source
Long‐short pile composite foundation (PC‐LSPCF) composed of part‐screw pile and cement‐soil compaction pile is a new railway foundation treatment method, which has been widely used in high‐speed railway construction projects in China. To explore the dynamic characteristics and deformation characteristics of railway PC‐LSPCF under long‐term train loads,
Zhao-rong Zhu +6 more
wiley +1 more source
In view of the vertical deformation of CRTS III slab ballastless track of high-speed railways under the action of ambient temperature, a simulation model of the temperature field and vertical deformation of CRTS III slab ballastless track was developed ...
Junzhao Zhou +3 more
doaj +1 more source
Effect of Track Support Structures on Friction‐Induced Vibrations of Wheelset‐Track Systems
The aim of the present investigation is to study the effect of track support structures on the metro 5th to 8th‐order out‐of‐round (OOR) wheel caused by friction‐induced vibrations. Three finite element models of metro‐leading wheelset‐track systems with three types of track support structures were established.
Hua Fu +4 more
wiley +1 more source

