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Full-scale multi-functional test platform for investigating mechanical performance of track–subgrade systems of high-speed railways

TLDR
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.
Abstract
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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Vision and Deep Learning-Based Algorithms to Detect and Quantify Cracks on Concrete Surfaces from UAV Videos

TL;DR: A framework of detection, quantification, and localization of damage on a civil infrastructure using the proposed framework can directly be used in the prognosis of the structure’s ability to withstand service loads.
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An advanced train-slab track spatially coupled dynamics model: Theoretical methodologies and numerical applications

TL;DR: Comparisons between the presented model (PM) and conventional model (CM) indicate that dynamic responses are sensitive to the longitudinal coupling effects and slab in-plane vibration which should be paid adequate attention for more accurate evaluations on train-slab track interactions.
Journal ArticleDOI

Large-scale testing facility for heavy haul track

TL;DR: The National Facility for Heavyhaul Railroad Testing (NFHRT) has recently been constructed and is now fully operational as mentioned in this paper, which enables a real-size (1:1 scale) instrumented track section to be subjected to continuous cyclic loading simulated via two pairs of dynamic actuators in synchronized operation.
Journal ArticleDOI

Dynamic performance comparison of different types of ballastless tracks using vehicle-track-subgrade coupled dynamics model

TL;DR: In this paper, a vertically vehicle-track-subgrade coupled dynamics model appropriating for both the longitudinally connected type track structure and the element slab-type track structure is constructed by introducing the Green's function method, so as to achieve a full characterization of the vehicle-Track-Subgrade system with accurate and efficient solutions.
Journal ArticleDOI

The variation of load diffusion and ballast bed deformation with loading condition: an experiment study

TL;DR: In this paper, the internal stress state of the ballast bed deformation was found to be significantly influenced by its internal stress states, and the deformation behavior under various stress states was investigated.
References
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Journal ArticleDOI

Fundamentals of vehicle–track coupled dynamics

TL;DR: In this article, a three-dimensional vehicle-track coupled dynamics model is developed in which a typical railway passenger vehicle is modelled as a 35-degree-of-freedom multi-body system.
Journal ArticleDOI

Modelling of Railway Track and Vehicle/Track Interaction at High Frequencies

TL;DR: A review of dynamic modelling of railway track and of the interaction of vehicle and track at frequencies which are sufficiently high for the track's dynamic behaviour to be significant is presented in this paper.
Journal ArticleDOI

Modelling and experiment of railway ballast vibrations

TL;DR: In this article, a five-parameter model for analysis of railway ballast vibration is established based upon the hypothesis that the load-transmission from a sleeper to the ballast approximately coincides with the cone distribution.
Journal ArticleDOI

Experimental investigation into ground vibrations induced by very high speed trains on a non-ballasted track

TL;DR: In this paper, the experimental results of vertical ground vibration accelerations induced by very high speed trains running over a non-ballasted track on embankment with speeds from 300 to 410 km/h are reported and analyzed in detail for the first time.
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