期刊
RAILWAY ENGINEERING SCIENCE
卷 28, 期 3, 页码 213-231出版社
SPRINGER
DOI: 10.1007/s40534-020-00221-y
关键词
Full-scale test; High-speed railway; Track-subgrade system; Ballastless track; Ballasted track; Mechanical performance; Long-term performance evolution; Damage and degradation
资金
- National Natural Science Foundation of China [11790283, 51978587, 51708457]
- Program of Introducing Talents of Discipline to Universities (111 Project) [B16041]
Motivated by the huge practical engineering demand for the fundamental understanding of mechanical characteristics of high-speed railway infrastructure, a full-scale multi-functional test platform for high-speed railway track-subgrade system is developed in this paper, and its main functions for investigating the mechanical performance of track-subgrade systems are elaborated with three typical experimental examples. Comprising the full-scale subgrade structure and all the five types of track structures adopted in Chinese high-speed railways, namely the CRTS I, the CRTS II and the CRTS III ballastless tracks, the double-block ballastless track and the ballasted track, the test platform is established strictly according to the construction standard of Chinese high-speed railways. Three kinds of effective loading methods are employed, including the real bogie loading, multi-point loading and the impact loading. Various types of sensors are adopted in different components of the five types of track-subgrade systems to measure the displacement, acceleration, pressure, structural strain and deformation, etc. Utilizing this test platform, both dynamic characteristics and long-term performance evolution of high-speed railway track-subgrade systems can be investigated, being able to satisfy the actual demand for large-scale operation of Chinese high-speed railways. As examples, three typical experimental studies are presented to elucidate the comprehensive functionalities of the full-scale multi-functional test platform for exploring the dynamic performance and its long-term evolution of ballastless track systems and for studying the long-term accumulative settlement of the ballasted track-subgrade system in high-speed railways. Some interesting phenomena and meaningful results are captured by the developed test platform, which provide a useful guidance for the scientific operation and maintenance of high-speed railway infrastructure.
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