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

Wanming Zhai, Kaiyun Wang, Zhaowei Chen, Shengyang Zhu, Chengbiao Cai, Gang Liu

Railway Engineering Science ›› 2020, Vol. 28 ›› Issue (3) : 213-231.

Railway Engineering Science ›› 2020, Vol. 28 ›› Issue (3) : 213-231. DOI: 10.1007/s40534-020-00221-y
Article

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

Author information +
History +

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.

Keywords

Full-scale test / High-speed railway / Track–subgrade system / Ballastless track / Ballasted track / Mechanical performance / Long-term performance evolution / Damage and degradation

Cite this article

Download citation ▾
Wanming Zhai, Kaiyun Wang, Zhaowei Chen, Shengyang Zhu, Chengbiao Cai, Gang Liu. Full-scale multi-functional test platform for investigating mechanical performance of track–subgrade systems of high-speed railways. Railway Engineering Science, 2020, 28(3): 213‒231 https://doi.org/10.1007/s40534-020-00221-y

References

[1.]
Zhai W Zhao C. Frontiers and challenges of sciences and technologies in modern railway engineering. J Southwest Jiaotong University, 2016 51 2 209-226(in Chinese)
[2.]
Bian X Jiang H Cheng C . Full-scale model testing on a ballastless high-speed railway under simulated train moving loads. Soil Dyn Earthq Eng, 2014 66 368-384
[3.]
Knothe KL Grassie SL. Modelling of railway track and vehicle/track interaction at high frequencies. Veh Syst Dyn, 1993 22 3–4 209-262
[4.]
Pita AL Teixeira PF Robusté F. High speed and track deterioration: the role of vertical stiffness of the track. Proc Inst Mech Eng Part F: J Rail Rapid Transit, 2004 218 1 31-40
[5.]
Zhai W Wang K Cai C. Fundamentals of vehicle–track coupled dynamics. Veh Syst Dyn, 2009 47 11 1349-1376
[6.]
Al Shaer A Duhamel D Sab K . Experimental settlement and dynamic behavior of a portion of ballasted railway track under high speed trains. J Sound Vib, 2008 316 1 211-233
[7.]
Dobeš P. Calibration of TDR test probe for measuring moisture in the body of the railway substructure and its subgrade. Civ Environ Eng, 2015 11 2 84-94
[8.]
Ishikawa T Sekine E Miura S. Cyclic deformation of granular material subjected to moving-wheel loads. Can Geotech J, 2011 48 5 691-703
[9.]
Momoya Y Sekine E Tatsuoka F. Deformation characteristics of railway roadbed and subgrade under moving-wheel load. Soils Found, 2005 45 4 99-118
[10.]
Brown SF Brodrick BV Thom NH . The Nottingham railway test facility, UK. Proc Inst Civ Eng-Transp, 2007 160 2 59-65
[11.]
Cox SJ Wang A Morison C . A test rig to investigate slab track structures for controlling ground vibration. J Sound Vib, 2006 293 3–5 901-909
[12.]
Andreson W Key A. Model testing of two-layer railway track ballast. J Geotech Geoenviron Eng, 2000 126 4 317-323
[13.]
Safari Baghsorkhi M Laryea S McDowell G . An investigation of railway sleeper sections and under sleeper pads using a box test apparatus. Proc Inst Mech Eng Part F: J Rail Rapid Transit, 2016 230 7 1722-1734
[14.]
Biabani MM Ngo NT Indraratna B. Performance evaluation of railway subballast stabilised with geocell based on pull-out testing. Geotext Geomembr, 2016 44 4 579-591
[15.]
Chen R Chen J Zhao X . Cumulative settlement of track subgrade in high-speed railway under varying water levels. Int J Rail Transp, 2014 2 4 205-220
[16.]
Bian X Jiang H Chen Y . A full-scale physical model test apparatus for investigating the dynamic performance of the slab track system of a high-speed railway. Proc Inst Mech Eng Part F: J Rail Rapid Transit, 2016 230 2 554-571
[17.]
Nie R Leng W Zhang J . Invention and application of train-induced dynamic loading system. J China Railw Soc, 2016 38 8 96-101(in Chinese)
[18.]
Zhan Y Jiang G. Study of dynamic characteristics of soil subgrade bed for ballastless track. Rock Soil Mech, 2010 31 2 392-396(in Chinese)
[19.]
Zou C Zhou S Wang B . Model test study of influence of differential subgrade settlement on ballasted track settlement. J Tongji Univ (Nat Sci), 2011 39 6 862-869(in Chinese)
[20.]
Zhai WM Wang KY Lin JH. Modelling and experiment of railway ballast vibrations. J Sound Vib, 2004 270 4–5 673-683
[21.]
Zhai W Wei K Song X . Experimental investigation into ground vibrations induced by very high speed trains on a non-ballasted track. Soil Dyn Earthq Eng, 2015 72 24-36
[22.]
Zhai W Xia H Cai C . High-speed train–track–bridge dynamic interactions—part II: experimental validation and engineering application. Int J Rail Transp, 2013 1 1–2 25-41
[23.]
Zhai W. Vehicle-track coupled dynamics: theory and application, 2020 Singapore Springer
[24.]
Zhu S Wang J Cai C . Development of a vibration attenuation track at low frequencies for urban rail transit. Comput-Aided Civ Infrastruct Eng, 2014 32 713-726
[25.]
Chen Z Zhai W Tian G. Study on the safe value of multi-pier settlement for simply supported girder bridges in high-speed railways. Struct Infrastruct Eng, 2018 14 3 400-410
[26.]
Wang M Cai C Zhu S . Experimental study on dynamic performance of typical nonballasted track systems using a full-scale test rig. Proc Inst Mech Eng Part F: J Rail Rapid Transit, 2017 231 4 470-481
[27.]
TB 10621-2014. Code for design of high-speed railways, 2014 Beijing The National Railway Administration of China(in Chinese)
[28.]
Ngo NT Indraratna B Rujikiatkamjorn C. Stabilization of track substructure with geo-inclusions—experimental evidence and DEM simulation. Int J Rail Transp, 2017 5 2 63-86
[29.]
Danesh A Palassi M Mirghasemi AA. Evaluating the influence of ballast degradation on its shear behaviour. Int J Rail Transp, 2018 6 3 145-162
[30.]
Zhang X Zhao C Zhai W . Investigation of track settlement and ballast degradation in the high-speed railway using a full-scale laboratory test. Proc Inst Mech Eng Part F: J Rail Rapid Transit, 2019 233 8 869-881
Funding
National Natural Science Foundation of China(11790283); National Natural Science Foundation of China(51978587); National Natural Science Foundation of China(51708457); Program of Introducing Talents of Discipline to Universities(B16041)

Accesses

Citations

Detail

Sections
Recommended

/