Influence of bubble defects on the bonding performance of the interlayer interface of the CRTS III slab ballastless track structure-Reference-Cited by-同舟云学术

Influence of bubble defects on the bonding performance of the interlayer interface of the CRTS III slab ballastless track structure

Published:2021-11 Issue: Volume:307 Page:125003
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Jiang Wei,Xie Youjun,Li Wenxu,Long Guangcheng

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference41 articles.

1. Thermal damage and its controlling methods of high-speed railway steam-cured concrete: A review;Xiang;Structural Concrete,2021

2. Development of High-Performance Self-Compacting Concrete Applied as the Filling Layer of High-Speed Railway;Long;Journal of Materials in Civil Engineering,2018

3. Investigation of interlayer adhesion of 3D printable cementitious material from the aspect of printing process;Weng;Cement and Concrete Research 143,2021

4. Non-destructive testing to characterize interlayer bonds of idealized concrete additive manufacturing products;Helsel;NDT & E International 121,2021

5. Experimental and analytical investigation on flexural behaviour of glulam-concrete composite beams with interlayer, Journal of Building;Du;Engineering,2021

Cited by 10 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. Interlayer damage evolution of CRTS III slab track under passenger and freight train loads;Construction and Building Materials;2024-07

2. Research on crack propagation of CRTS III track slabs under train load;Engineering Failure Analysis;2024-03

3. Evolution Mechanism of Interlayer Properties of CRTS III Slab Track during Construction;Applied Sciences;2024-01-14

4. Interlayer Damage Evolution of Crts Iii Slab Track Under Passenger and Freight Train Loads;2024

5. Experimental study on the interface fatigue between track slab and self-compacting concrete for CRTS III slab track;Engineering Failure Analysis;2023-08