journal article·2025-12Open access

Multi-physics modeling of early-age hygro-thermal-chemical (HTC) fields in the base plate of double-block ballastless track structures considering different curing strategies

Mengxuan Ye, Zhiping Zeng, Peicheng Li, Weidong Wang, Roman Wan-Wendner

Abstract

Cast-in-situ ballastless track structures are prone to early-age cracking, which seriously affects their durability. Therefore, this paper focuses on investigating the complex multi-physical field distribution of double-block ballastless track structures at early ages. Currently, hygro-thermal-chemical (referred to as HTC model) coupled modeling has not been implemented in large-scale commercial software. This paper demonstrates the application of a recently proposed framework to study the early-age behavior of cast-in-situ double-block ballastless track structures via hygro-thermal-hydration analysis. To investigate the influence of curing methods on multi-physical fields, an additional layer with adjustable thickness was incorporated into the actual model to precisely simulate solar radiation absorption, convective heat transfer, and net thermal radiation at the actual boundary interfaces. The parametric analysis demonstrates that a 3-mm-thick additional layer achieves optimal geotextile curing simulation, while thicknesses of 7 mm and 3 mm are required for plastic film curing and natural curing, respectively. Based on the HTC model, this study also investigates the effects of three methods used at the construction site on the early-age multi-physics fields of the base plate. The results revealed that: when geotextile covering and sprinkling water was implemented, the cement hydration reaction rate reaches its peak approximately 14 h after casting, coinciding with the highest temperature gradient along the vertical direction and the most significant relative humidity (RH) reduction rate in the base plate. The moisture diffusion depth of the base plate covered with geotextile and watered for 14 days is only 65 % of the base plate depth. To minimize shrinkage deformations, extending the water curing period is recommended. Additionally, the hydration rate of the base plate covered with plastic film is higher than those of the other two curing methods, resulting in greater temperature and humidity gradients, therefore, the construction process involving plastic film covering is not recommended.
Source: openalex_inverted_index · Quality: baseline

Research context

OpenAlex topics: Drilling and Well Engineering · Geotechnical Engineering and Underground Structures · Tunneling and Rock Mechanics

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (43)

Show source-provided references
1. Gao · 2015
2. Zhai · 2020
3. Advances and challenges in fiber-reinforced shotcrete: a comprehensive review of fresh and placement characteristics10.1016/j.tust.2025.106996 ↗
4. Wear problems of High-Speed Wheel/Rail systems: observations, causes, and countermeasures in China10.1115/1.4048897 ↗
5. Analysis on mechanical characteristics of CRTSII slab ballastless track structures in rectification considering material brittleness10.1016/j.conbuildmat.2021.126058 ↗
6. Experimental investigation and fluid-structure interaction modelling of the casting of self-compacting concrete for CRTS III slab track in the curved segments
7. Predicting the cracking behavior of early-age concrete in CRTS III track10.1016/j.conbuildmat.2022.129105 ↗
8. Cause and prevention measures of ballast bed slab cracks of CRTS I Double-block ballastless track
9. Cause and prevention measures of ballast bed slab cracks of CRTS I Double-block ballastless track in arid area
10. A nonballasted rail track slab crack identification method using a level-set-based active contour model10.1111/mice.12362 ↗
11. Influence of age on the detection of defects at the bonding interface in the CRTS III slab ballastless track structure via the impact-echo method10.1016/j.conbuildmat.2020.120787 ↗
12. The initial stages of cement hydration at the molecular level10.1038/s41467-024-46962-w ↗
13. Deciphering the influence of superabsorbent polymers on cement hydration and portlandite formation10.1016/j.conbuildmat.2024.135455 ↗
14. New insight into the combined effect of aluminum sulfate and triethanolamine on cement hydration10.1016/j.cemconres.2024.107547 ↗
15. Effect of thermal cycling on the properties of high-performance concrete: microstructure and mechanism10.1016/j.conbuildmat.2020.118310 ↗
16. Analysis of the behavior of ultra high performance concrete at early age10.1016/j.cemconcomp.2016.08.005 ↗
17. SMM) theory for concrete at early age: theory, validation and application10.1016/j.ijsolstr.2012.11.022 ↗
18. Experimental and analytical study of temperatures developed by the heat of hydration of high-strength self-compacting mass concrete
19. Heat and mass transfer in heated concrete: evaluation and validation of five numerical models10.1617/s11527-024-02532-6 ↗
20. Effect of expansive agent on temperature and deformation of concrete under simulated actual construction condition
21. Temperature field characteristics of slab ends of double-block ballastless track in large daily temperature difference region10.1016/j.csite.2025.105858 ↗
22. Long-term prediction of fatigue crack growth in ballastless track of high-speed railway due to cyclic train load10.1016/j.conbuildmat.2021.123375 ↗
23. Dynamic performance of CRTS III ballastless track structure under the train load and temperature10.1016/j.istruc.2023.04.068 ↗
24. Mechanical performance analysis of double-block ballastless tracks in intercity railways under temperature and train loads10.1016/j.engstruct.2024.118509 ↗
25. Temperature field and thermal effect analysis of CRTS III ballastless track structure under the outdoor natural environment10.1016/j.conbuildmat.2022.129383 ↗
26. Thermo-hydro-mechanic-chemical coupling model for hydrate-bearing sediment within a unified granular thermodynamic theory10.1016/j.compgeo.2023.106057 ↗
27. Thermal deformation and interfacial separation of a CRTS II slab ballastless track multilayer structure used in high-speed railways based on meteorological data10.1016/j.conbuildmat.2019.117528 ↗
28. Damage mechanism of slab track under the coupling effects of train load and water10.1016/j.engfracmech.2016.07.005 ↗
29. Shi · 2019
30. Early-age humidity and shrinkage of double-block ballastless track in coastal environment
31. Drying shrinkage of early-age concrete for twin-block slab track10.1016/j.conbuildmat.2020.118237 ↗
32. Analysis on crack propagation of CRTS III slab ballastless track under temperature loads and freeze-thaw deterioration10.1016/j.tafmec.2023.104206 ↗
33. Modeling of high-performance concrete. II: Numerical implementation, calibration, and validation10.1016/j.cemconcomp.2009.02.016 ↗
34. Hygro-thermo-chemical modeling of high-performance concrete. I: theory10.1016/j.cemconcomp.2009.02.015 ↗
35. MARS Manual (22.02 Version), ES3, San Diego, California, 2022.
36. Governing equations of plate theories by direct manipulation of three-dimensional elasticity equilibrium10.1080/15376494.2024.2353897 ↗
37. Research and prediction of early-age loads in double block ballastless track structure10.1016/j.trgeo.2024.101426 ↗
38. Mapping the relationship between the temperature gradient of CRTS Ⅲ slab track on bridge and rail deformation in high-speed railways10.1016/j.istruc.2023.105777 ↗
39. Effects of metal-ceramic anticorrosion coating on the performance of ballastless tracks at high temperature10.1007/s43452-020-00123-0 ↗
40. Investigation of concrete box girder positive temperature gradient patterns considering different climatic regions10.1016/j.istruc.2021.11.030 ↗
41. Research on the heat-humidity coupling transfer model of the CRTS II type track slab and its characteristics
42. Analysis on temperature field of ballastless track structure based on meteorological data
43. Analysis of early-age mechanics and crack of the base plate on the bridge in summer based on extended FEM10.1016/j.istruc.2023.07.009 ↗