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Study on Two Parameters of Repair Materials for Interface Crack of Railway Slab Track Based on an Improved Cohesive Zone Model
16/16 checkable references clean · checked 2026-07-23
Every reference with a DOI in the deposited reference list resolved to a known work in Crossref or DataCite at the dated check, and none carried a retraction, withdrawal, or removal notice.
10 without a DOI — not checked. A reference deposited without a DOI is never matched by title or guessed at; it stays outside the checked set, and this line discloses that.
The 16 checked references that resolve
resolves10.1109/ACCESS.2021.3113381
Analysis of Failure Features of High-Speed Automatic Train Protection System
resolves10.1016/j.engstruct.2021.112007
Influence of pier settlement on contact behavior between CRTS II track and bridge in high-speed railways
resolves10.1016/j.proeng.2017.05.068
Full - Scale Study of Stress-strain State of Ballastless Upper Structure Construction of Rail Way in Terms of Train Dynamic Load
resolves10.1016/j.proeng.2017.09.259
Influence of the Seam between Slab and CA Mortar of CRTSII Ballastless Track on Vibration Characteristics of Vehicle-Track System
resolves10.1016/j.engstruct.2021.113749
Optimisation of slab track design considering dynamic train–track interaction and environmental impact
resolves10.1155/2014/193128
Effect of Cement Asphalt Mortar Debonding on Dynamic Properties of CRTS II Slab Ballastless Track
resolves10.1016/j.engstruct.2019.05.075
Experimental analysis of crack width movement of continuously reinforced concrete railway track
resolves10.1016/j.conbuildmat.2019.07.243
Evaluation of the mixed mode (I/II) fracture toughness of cement emulsified asphalt mortar (CRTS-II) using mixture design of experiments
resolves10.1016/j.conbuildmat.2019.117528
Thermal deformation and interfacial separation of a CRTS II slab ballastless track multilayer structure used in high-speed railways based on meteorological data
resolves10.1007/s12205-014-1559-y
Effect of steel ratio on behavior of Continuously Reinforced Concrete Railway Track under environmental loads
resolves10.1016/j.conbuildmat.2014.05.020
A microstructural approach to adherence mechanism of cement and asphalt mortar (CA mortar) to repair materials
resolves10.1016/j.conbuildmat.2020.120484
Early-age deformation of cement emulsified asphalt mortar with aluminum powder and expansive agent
resolves10.1016/j.conbuildmat.2019.116758
Improvement on the mechanical properties of CA mortar and concrete composite specimens in high-speed railway by modification of interlayer bonding
resolves10.1186/s44147-021-00008-w
An impact echo method to detect cavities between railway track slabs and soil foundation
resolves10.1016/j.conbuildmat.2016.08.142
Compatibility of repair materials with substrate low-modulus cement and asphalt mortar (CA mortar)
resolves10.3390/app11010456
An Improved Cohesive Zone Model for Interface Mixed-Mode Fractures of Railway Slab Tracks
The 10 references without a DOI — listed, not checked
no DOI — not checkedCharacteristic of Longitudinal Coupled Prefabricated Slab Track (LCPBT): Numerical Simulation Analysis of Uneven Sub Grade Performance
no DOI — not checkedTrack Crack Detection Method in Complex Environment
no DOI — not checkedTemperature Warping and Train-track Dynamic Analysis of CRTS ? Slab Ballastless Track
no DOI — not checkedStudy on Repair Technology of Filling Seam Separation of CRTS ? Slab Ballastless Track
no DOI — not checkedRepair Method for Oblique Crack of Supporting Layer of CRTS ? Slab Ballastless Track
no DOI — not checkedref22
no DOI — not checkedMechanism of Interfacial Bond Failure for Slab Ballastless Track under Shear Loading
no DOI — not checkedEmbedded System of Temperature Testing Based on DS18B20
no DOI — not checkedPerformance of CRTS? Slab Ballastless Track on the High Speed Railway Bridge
no DOI — not checkedResearch on the Bond Properties between Slab and CA Mortar and the Parameters Study of Cohesive Model
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