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Dynamic response prediction of high-speed train on cable-stayed bridge based on genetic algorithm and fused neural networks
Q Zhang, X Cai, Y Zhong, X Tang, T Wang - Engineering Structures, 2024 - Elsevier
To predict the dynamic response of high-speed trains (HSTs) passing through cable-stayed
bridges (CSBs), this paper proposed a prediction framework based on the genetic algorithm …
bridges (CSBs), this paper proposed a prediction framework based on the genetic algorithm …
Arching mechanism of the slab joints in CRTSII slab track under high temperature conditions
XP Cai, BC Luo, YL Zhong, YR Zhang… - Engineering Failure …, 2019 - Elsevier
Abstract China Railway Track System II slab track is widely applied to China high-speed
railway. Under the high temperature conditions, it tends to produce different degrees of arch …
railway. Under the high temperature conditions, it tends to produce different degrees of arch …
Thermal insulation performance and dynamic response of anti-freeze subgrade of high-speed railway in seasonally frozen regions
K Zhang, J Ren, W Du, L Luo, J Liu, S Deng - Transportation Geotechnics, 2023 - Elsevier
In order to counteract the adverse effects of seasonally frozen regions, measures need to be
taken to insulate high-speed railway subgrades and implement anti-freeze structures. The …
taken to insulate high-speed railway subgrades and implement anti-freeze structures. The …
Effects of the subgrade differential arch on damage characteristics of CRTS III slab track and vehicle dynamic response
X Cai, Q Zhang, Q Wang, X Cui, B Dong - Construction and Building …, 2022 - Elsevier
Subgrade differential arch could adversely affect the high-speed railway (HSR) slab track
and reduce the quality of train operation. In order to study the effects of the subgrade …
and reduce the quality of train operation. In order to study the effects of the subgrade …
Damage of interface between slab track bases and cable-stayed bridge under train load based on fatigue cohesion model
Q Zhang, X Cai, T Wang, B Dong, Y Zhang - Engineering Failure Analysis, 2024 - Elsevier
To investigate the fatigue damage of the interface between bases of slab tracks and the
beam of a cable-stayed bridge (CSB), this study established a fatigue cohesion model …
beam of a cable-stayed bridge (CSB), this study established a fatigue cohesion model …
[HTML][HTML] Experimental investigation on the invert stability of operating railway tunnels with different drainage systems using 3D printing technology
L Li, J Yang, J Fu, S Wang, C Zhang, M **ang - Journal of Rock Mechanics …, 2022 - Elsevier
In recent years, the invert anomalies of operating railway tunnels in water-rich areas occur
frequently, which greatly affect the transportation capacity of the railway lines. Tunnel …
frequently, which greatly affect the transportation capacity of the railway lines. Tunnel …
Effect of frost heave deformation of bridge foundation on operation safety of high-speed railway
Z Tan, H Gou, W Li, Y Bao - Structures, 2023 - Elsevier
The frost heave deformation of the bridge foundation in seasonal frozen soil regions
threatens the safe operation of high-speed trains. The first high-speed railway in extremely …
threatens the safe operation of high-speed trains. The first high-speed railway in extremely …
Deformation law and control limit of CRTSIII slab track under subgrade frost heave
X Cai, Q Zhang, Y Zhang, Q Wang, B Luo, G Yang… - Applied Sciences, 2021 - mdpi.com
In order to find out the influence of subgrade frost heave on the deformation of track structure
and track irregularity of high-speed railways, a nonlinear damage finite element model for …
and track irregularity of high-speed railways, a nonlinear damage finite element model for …
Railway subgrade thermal-hydro-mechanical behavior and track irregularity under the sunny-shady slopes effect in seasonal frozen regions
J Ren, K Zhang, J Zheng, H Wei, Y Zhang… - Journal of Central South …, 2022 - Springer
The sunny-shady slopes effect is a phenomenon that impacts the temperature distribution of
high-speed railway subgrades, resulting in uneven frost heaving deformation on the …
high-speed railway subgrades, resulting in uneven frost heaving deformation on the …
Long-term freeze–thaw cycle behavior of high-speed railway embankment in frozen soil regions and its effects on train-track dynamic interaction system
The high-speed railway embankment built in cold regions has a long-term freeze–thaw cycle
behavior, and the frost heave of soil will inevitably affect the smoothness of the track …
behavior, and the frost heave of soil will inevitably affect the smoothness of the track …