Results 21 to 30 of about 643,218 (189)

Random-Forest Machine Learning Approach for High-Speed Railway Track Slab Deformation Identification Using Track-Side Vibration Monitoring

open access: yesApplied Sciences, 2021
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   +2 more sources

Changes in Material Properties and Damage Mechanism of Plate Ballastless Track Under Fire and High Temperature

open access: yesBuildings
The service status of rail, fasteners and track slabs is the key determinant of whether the ballastless track is ready for traffic after a fire. The track slab rail support bolt anchoring performance and the shoulder service performance damaged by fire ...
Hao Jin   +7 more
doaj   +2 more sources

Research on Mechanical Performance of CRTS III Plate-Type Ballastless Track Structure under Temperature Load Based on Probability Statistics

open access: yesAdvances in Civil Engineering, 2019
CRTS III (China Railway Track System III) slab ballastless track structure is one of the high-speed railway ballastless track structures which has Chinese independent intellectual property rights.
Zhiwu Yu, Ying Xie, Xiuquan Tian
doaj   +2 more sources

Usage Analysis and Evaluation of Slab Track Constructions

open access: yesThe Baltic Journal of Road and Bridge Engineering, 2019
Slab track is one of the technical possibilities to achieve the following goals: increase the conductivity of a railway, increase the highest permitted train speed, reduce the cost of railway maintenance, and increase the railway lifetime.
Inesa Gailienė, Vaidas Ramūnas
doaj   +2 more sources

Study on influence of cosine-shaped subgrade settlement at different positions on the deformation and interlayer contact behavior of unit slab ballastless track [PDF]

open access: yesScientific Reports
The influence of cosine-shaped subgrade settlement (CSSS) at different positions on the structure of unit slab ballastless track (USBT) of high-speed railway (HSR) is studied in this paper.
Jing Tan   +5 more
doaj   +2 more sources

Dynamic Analysis of CRTS II Ballastless Track-Vehicle System Based on Moving Unit Method

open access: yesApplied Sciences, 2023
On account of the influence of the discontinuity of CRTS II ballastless track slabs and the discrete support of track pads on the high-speed rail vehicle-ballastless track system, a vibration analysis calculation model of the ballastless track-vehicle ...
Tuo Lei   +4 more
doaj   +2 more sources

Results of tests of ballastless track designs on the Test Loop of JSC “VNIIZhT”

open access: yesВестник Научно-исследовательского института железнодорожного транспорта, 2017
In December 2016 at the Test Loop of JSC “VNI-IZhT” comparative testing of four types of ballastless track designs (BVSP) - LVT (RZDstroy, Russia), FFB (MaxBögl, Germany), NBT (Alstom, France), EBS (Tines, Poland) - have been completed.
A. V. Savin   +4 more
doaj   +2 more sources

Effect of temperature gradient-induced periodic deformation of CRTS Ⅲ slab track on dynamic responses of the train-track system [PDF]

open access: yesRailway Sciences
Purpose – Temperature is an important load for a ballastless track. However, little research has been conducted on the dynamic responses when a train travels on a ballastless track under the temperature gradient.
Wang Jijun   +3 more
doaj   +3 more sources

Numerical Investigation of Interlaminar Stress of CRTS II Slab Ballastless Track Induced by Creep and Shrinkage of Concrete. [PDF]

open access: yesMaterials (Basel), 2022
The secondary development of ABAQUS was carried out to calculate the shrinkage and creep of concrete, and a finite element model of the China Railway Track System (CRTS) II slab ballastless track was established.
Zheng Z   +9 more
europepmc   +2 more sources

Dynamic Response of Train–Ballastless Track Caused by Failure in Cement–Asphalt Mortar Layer

open access: yesBuildings
Cement–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
doaj   +2 more sources

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