Your Location：
Home >
Browse articles >
Study on Influence Mechanisms of Typical Damage on Open-Deck Sleeper Slab Track
Study on Influence Mechanisms of Typical Damage on Open-Deck Sleeper Slab Track
- Railway Standard Design Vol. 70, Issue 10, Pages: 57-63(2026)
DOI： 10.13238/j.issn.1004-2954.202411070001
Revised：2025-03-17
Scan QR Code
Full Text(HTML)
Figs( 17 ) Tabs( 0 )
References
Publication Info
Metrics
24
Views
17
Downloads
0
CSCD
Alert me when the article has been cited
Submit
Tools
- BibTeXDownload
- EndnoteDownload
- RefMan Download
- NoteExpressDownload
- NoteFirstDownload
Related Articles
Research on Design Scheme of Sleeper Slab Track Structure for Large Span Steel Truss Girder with Open Deck
Study on Structural Parameters of New-style Sleeper Slab Ballastless Track with Open Deck
Stress Analysis of Cross Rib near the Hole of Orthotropic Steel Deck System with 132 m Span Steel Truss Beam on High Speed Railway
Research on the Design of Caiba Minjiang River Continuous Steel Truss Girder of Chengdu-Guiyang Railway
Reliability Assessment of Bridge Structural Bearing Capacity Based on Health Monitoring
Related Author
ZHANH Zheng
SUN Li
REN Xichong
ZHANG Zheng
DONG Kunling
LIU Ming
XU Zhaorong
HUANG Yonghui
Related Institution
Hubei Key Laboratory of Railway Track Safety Service
MOE key China Railway Siyuan Survey And Design Group Co., Ltd.
Laboratory of High-speed Railway Engineering, Southwest Jiaotong University
China Railway Guangzhou Group Co., Ltd.
Bridge & Tunnel Design Department,China Railway First Survey and Design Institute Group Co.,Ltd.
