Abstract
Excessive settlement of the subgrade seriously reduces the service quality of slab tracks and threatens trains’ running safety. While the utilization of foamed polyurethane is recognized as an effective solution, previous research on its expansion mechanism and its impact on track lifting requires further refinement. Accordingly, a series of full-scale tests, including expansion force tests on foamed polyurethane with diverse qualities and lifting tests of polyurethane grouting with varied qualities on the track structure, have been conducted. The expansion development process of foamed polyurethane is meticulously elucidated, and key expansion parameters are analyzed. Simultaneously, this research explores the lifting behavior of foamed polyurethane grouting under the slab tracks, yielding new insights into essential lifting parameters for track formation repair and maintenance. Based on the experimental data, this study proposes new empirical formulas to comprehensively describe both the expansion mechanism of foam polyurethane and its lifting behavior under the slab tracks. The outcomes of this research offer a new breakthrough for the design of lifting mechanism for maintaining slab track structures through the utilization of foam polyurethane slurry grouting, such as determining the optimal grouting quantity. In addition, these results are instrumental to the evaluation of lifting effects and service life, enhancing the circular economy of railway track systems.
| Original language | English |
|---|---|
| Article number | 404 |
| Number of pages | 17 |
| Journal | Polymers |
| Volume | 16 |
| Issue number | 3 |
| DOIs | |
| Publication status | Published - 31 Jan 2024 |
Bibliographical note
Funding:This research was funded by the China Scholarship Council National (No. 202107000077), the Natural Science Foundation of China (Grant No. 51978588 and Grant No. 52078434), the Technology Research and Development Program of the Chinese Railway Corporation (Grant No. 2015G002-K), and the European Commission and UKRI Engineering and Physical Science Research Council (EPSRC) for the financial sponsorship of the Re4Rail project (Grant No. EP/Y015401/1). This article is based upon work from COST Action (Circular B—Implementation of Circular Economy in the Built Environment, CA21103), supported by COST (European Cooperation in Science and Technology). The APC has been kindly sponsored by the University of Birmingham Library’s Open Access Fund.
Keywords
- high-speed railway
- slab track
- foamed polyurethane
- expansion mechanism
- lifting behaviors
- laboratory tests
- settlement repair
