Damage destruction evolution law of high-speed railway CRTS II slab ballastless track interface under train braking and temperature load
Author:
Publisher
IOP Publishing
Subject
General Engineering
Link
http://stacks.iop.org/1755-1315/189/i=6/a=062060/pdf
Reference19 articles.
1. Determination of Mechanical Properties of Cement Asphalt Mortar via UPV Method
2. Dynamic Responses of Rail-Embankment-Foundation on High-Speed Railways under Moving Loads
3. Seismic damage evaluation of high-speed railway bridge components under different intensities of earthquake excitations
Cited by 4 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Study on the causes of interface damage of CRTS II slab ballastless track CA mortar based on grouting operation;Construction and Building Materials;2024-08
2. Study on the dynamic contact relationship between layers under temperature gradients in CRTSⅢ ballastless track;High-speed Railway;2024-08
3. Warping deformation of the track slab and their influence on the interlayer stiffness and vibration transmission characteristics of the unit ballastless track;Structures;2023-11
4. Investigation of the Fatigue Behaviour of a Ballastless Slab Track–Bridge Structural System under Train Load;Applied Sciences;2019-09-03
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