Thermal Analysis and Prediction Methods for Temperature Distribution of Slab Track Using Meteorological Data. [PDF]
Sensors (Basel), 2022 Zhang Q, Dai G, Tang Y.
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Seismic response of CRTS II ballastless track-bridge system considering the damage of track structure. [PDF]
Sci Prog, 2021 Yan B, Li Z, Liu S, Xie HR.
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Service life evaluation of ballastless track construction
, 2019 The article presents method for calculating service life of ballastless track structure using the track oscillation model as a structure containing three infinitely long beams, the lower of which lies on the modified Winkler base, and the upper and ...
S. V. Mikhaylov
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A Review on Cement Asphalt Emulsion Mortar Composites, Structural Development, and Performance. [PDF]
Materials (Basel), 2021 Umar HA +6 more
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Train-Induced Vibration Monitoring of Track Slab under Long-Term Temperature Load Using Fiber-Optic Accelerometers. [PDF]
Sensors (Basel), 2021 Zhang J, Huang W, Zhang W, Li F, Du Y.
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Multi-Source Coupling Based Analysis of the Acoustic Radiation Characteristics of the Wheel-Rail Region of High-Speed Railways. [PDF]
Entropy (Basel), 2021 Hou B, Li J, Gao L, Wang D.
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Concrete mixtures with high-workability for ballastless slab tracks
, 2017 The concrete track-supporting layer and the monolithic concrete slab of ballastless track systems are made in-situ. For this reason the concrete mixtures of high workability should be used.
Olga Smirnova
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Influence of Structural Parameters on Mechanical Properties of Double-Block Ballastless Track
, 2011 A high degree of integrity is the most remarkable feature that makes double-block ballastless track different from other ballastless track structure. Based on the beam/plate theory on elastic foundation, influences of several structural parameters (such ...
Hao Xu, Wang Ping, Rong Chen
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Surface Crack Detection in Precasted Slab Track in High-Speed Rail via Infrared Thermography. [PDF]
Materials (Basel), 2020 Li ZW, Liu XZ, Lu HY, He YL, Zhou YL.
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The CRTS III (China Railway Track System Type III)-girder is susceptible to fatigue damage under high-frequency train loads. However, existing research lacks sufficient focus on the CRTS III-girder and the transverse wheel–rail forces encountered ...
Peng Liu +5 more
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