Effects of differential subgrade settlement on damage distribution and mechanical properties of CRTS II slab track
Author:
Funder
Fundamental Research Funds for the Central Universities
Publisher
Elsevier BV
Subject
General Materials Science,Building and Construction,Civil and Structural Engineering
Reference24 articles.
1. An efficient model for vehicle-slab track coupled dynamic analysis considering multiple slab cracks;Luo;Constr. Build. Mater.,2019
2. Effect of daily changing temperature on the curling behavior and interface stress of slab track in construction stage;Zhong;Constr. Build. Mater.,2018
3. A mechanical model of vehicle-slab track coupled system with differential subgrade settlement;Guo;Structural Engineering and Mechanics,2018
4. Dynamic behaviour of the track in transitions zones considering the differential settlement;Wang;J. Sound Vib.,2019
5. Modelling of the long-term behaviour of transition zones: Prediction of track settlement;Wang;Eng. Struct.,2018
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1. Modelling and analysis of train-track-subgrade-soil dynamic interaction subjected to the interfacial damage of slab induced by uneven settlement;Applied Mathematical Modelling;2024-10
2. Damage characteristics and mechanical properties of CRTS III track structure in curved sections under longitudinal uneven subgrade settlement;Engineering Failure Analysis;2024-09
3. Effect of Tunnel Floor Heave on the Deformation and Damage Behavior of Ballastless Track Structures in High-Speed Railways;Transportation Geotechnics;2024-09
4. Plastic shakedown limit of geosynthetic reinforced coarse-grained soil: Experiments and prediction model;Geotextiles and Geomembranes;2024-08
5. Effects of Uneven Subgrade Settlement on the Dynamics of Train-CRTS III Slab Track Nonlinear Coupling System;International Journal of Structural Stability and Dynamics;2024-07-25
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