Study on the restoring force model for the high-speed railway CRTS III Slab Ballastless Track-Reference-Cited by-同舟云学术

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Study on the restoring force model for the high-speed railway CRTS III Slab Ballastless Track

Published:2022-06-20 Issue:3 Volume:22 Page:
ISSN:1644-9665
Container-title:Archives of Civil and Mechanical Engineering
language:en
Short-container-title:Archiv.Civ.Mech.Eng

Author:

Liu Lili,Jiang Lizhong,Zhou Wangbao,Yu Jian,Peng Kang,Zuo Yongjian

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s43452-022-00472-y.pdf

Reference39 articles.

1. Lai Z, Jiang L, Zhou W, Yu J, Zhang Y, Liu X, Zhou W. Lateral girder displacement effect on the safety and comfortability of the high-speed rail train operation. Vehicle Syst Dyn. 2021. https://doi.org/10.1080/00423114.2021.1942507.

2. Najjar S, Mohammadzadeh Moghaddam A, Sahaf A, Rasaei Yazdani M, Delarami A. Evaluation of the mixed mode (I/II) fracture toughness of cement emulsified asphalt mortar (CRTS-II) using mixture design of experiments. Constr Build Mater. 2019;225:812–28. https://doi.org/10.1016/j.conbuildmat.2019.07.243.

3. Lou P, Zhu J, Dai G, Yan B. Experimental study on bridge–track system temperature actions for Chinese high-speed railway. Arch Civ Mech Eng. 2018;18(2):451–64. https://doi.org/10.1016/j.acme.2017.08.006.

4. Jiang L, Liu L, Zhou W. Mapped relationships between pier settlement and rail deformation of bridges with CRTS III SBT. Steel Compos Struct. 2020;36:481–92. https://doi.org/10.12989/scs.2020.36.4.481.

5. Li N, Long G, Fu Q, Song H, Ma C, Ma K, Xie Y, Li H. Dynamic mechanical characteristics of filling layer self-compacting concrete under impact loading. Arch Civ Mech Eng. 2019;19(3):851–61. https://doi.org/10.1016/j.acme.2019.03.007.

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1. Damage characteristics and mechanical properties of CRTS III track structure in curved sections under longitudinal uneven subgrade settlement;Engineering Failure Analysis;2024-09

2. Experimental Study on CRTS III Ballastless Track Based on Quasi-distributed Fiber Bragg Grating Monitoring;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-01-09

3. Repair cost assessment of longitudinal continuous ballastless track structure on high-speed railway bridge with spatially distributed interlayer area damage;Structures;2023-11

4. Comprehensive evaluation of ballastless-track sealants based on macro–micro tests and principal component analysis;Construction and Building Materials;2023-10

5. Analysis of seismic damage features of HSR CRTS III SBT simply supported bridge system;Archives of Civil and Mechanical Engineering;2023-02-05

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