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Citations:  Bibtex RefMan EndNote GB/T7714

 ORCID:

Ying WU

https://orcid.org/0000-0002-9574-4349

Haoran FU

https://orcid.org/0000-0002-5400-3042

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Journal of Zhejiang University SCIENCE A 2023 Vol.24 No.3 P.189-205

http://doi.org/10.1631/jzus.A2200341


Impact of extreme climate and train traffic loads on the performance of high-speed railway geotechnical infrastructures


Author(s):  Ying WU, Haoran FU, Xuecheng BIAN, Yunmin CHEN

Affiliation(s):  MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China; more

Corresponding email(s):   fuhr@zju.edu.cn

Key Words:  High-speed railways, Subgrade performance, Train loads, Extreme climate


Ying WU, Haoran FU, Xuecheng BIAN, Yunmin CHEN. Impact of extreme climate and train traffic loads on the performance of high-speed railway geotechnical infrastructures[J]. Journal of Zhejiang University Science A, 2023, 24(3): 189-205.

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doi="10.1631/jzus.A2200341"
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A1 - Ying WU
A1 - Haoran FU
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A1 - Yunmin CHEN
J0 - Journal of Zhejiang University Science A
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PB - Zhejiang University Press & Springer
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DOI - 10.1631/jzus.A2200341


Abstract: 
high-speed railways are very important in global transportation. However, the railway subgrade is significantly affected by the environment due to its exposure to the atmosphere. At present, global warming is the primary trend in world climate change and seriously damages railway infrastructure. Owing to the coupling effect of extreme environmental and train loads, various subgrade problems tend to arise, such as settlement, ballast fouling, and mud pumping, thus inducing frequent railway accidents and reducing travel safety. Insights into the problems triggered by extreme climate and train loads are critical to the design and long-term operation of high-speed railway subgrades. This study therefore presents a detailed survey of recent advances in typical subgrade problems through analyzing the problem formation mechanisms and influences. Traditional and emerging detection/monitoring technologies in respect of subgrade problems are discussed in detail, as well as pre-accident and post-accident maintenance methods. Finally, according to the existing challenges in long-term subgrade shakedown assessment, an outlook on open opportunities is provided for future research.

极端气候与列车交通耦合作用对高速铁路路基长期服役性能的影响

作者:吴盈1,2,付浩然1,2,边学成1,2,陈云敏1,2
机构:1浙江大学,软弱土与环境土工教育部重点实验室,中国杭州,310058;2浙江大学,建筑工程学院,中国杭州,310058
概要:作为全球关键交通基础设施,高速铁路承担着大量的运输任务。极端气候和列车荷载的耦合作用容易诱发各种路基病害,从而导致高速铁路事故频发,极大地影响了人们的出行安全。因此,研究极端气候与列车交通耦合作用对高铁路基长期服役性能的影响具有重要意义。本文总结了当前高铁路基长期服役过程中出现的路基病害类型,针对典型病害的研究现状、路基短期检测和长期监测技术以及路基病害的控制修复手段进行回顾,指出目前研究的不足,并为今后该领域的研究提供了一定的建议。

关键词:高速铁路;长期服役性能;列车荷载;极端气候

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article

Reference

[1]AbadiT, PenLL, ZervosA, et al., 2018. Improving the performance of railway tracks through ballast interventions. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 232(2):337-355.

[2]AbeywickramaA, IndraratnaB, RujikiatkamjornC, 2019. Excess pore-water pressure generation and mud pumping in railways under cyclic loading. In: Sundaram R, Shahu JT, Havanagi V (Eds.), Geotechnics for Transportation Infrastructure. Springer, Singapore, p.371-383.

[3]Al-QadiI, XieW, RobertsR, 2010. Optimization of antenna configuration in multiple-frequency ground penetrating radar system for railroad substructure assessment. NDT & E International, 43(1):20-28.

[4]AnbazhaganP, DixitPSN, BharathaTP, 2016. Identification of type and degree of railway ballast fouling using ground coupled GPR antennas. Journal of Applied Geophysics, 126:183-190.

[5]BianXC, ChenYM, HuT, 2008. Numerical simulation of high-speed train induced ground vibrations using 2.5D finite element approach. Science in China Series G: Physics, Mechanics and Astronomy, 51(6):632-650.

[6]BianXC, ChengC, WangFM, et al., 2014. Experimental study on dynamic performance and long-term durability of high-speed railway subgrade rehabilitated by polymer injection technology. Chinese Journal of Geotechnical Engineering, 36(3):562-568 (in Chinese).

[7]BianXC, ChengC, JiangJG, et al., 2016a. Numerical analysis of soil vibrations due to trains moving at critical speed. Acta Geotechnica, 11(2):281-294.

[8]BianXC, JiangHG, ChenYM, 2016b. Preliminary testing on high-speed railway substructure due to water level changes. Procedia Engineering, 143:769-781.

[9]BianXC, LiW, HuJ, et al., 2018. Geodynamics of high-speed railway. Transportation Geotechnics, 17:69-76.

[10]BianXC, ChenHH, HeB, et al., 2019a. Experimental study on accumulated settlement of ballasted trackbed reinforced with geogrid under cyclic loading. China Civil Engineering Journal, 52(8):120-128 (in Chinese).

[11]BianXC, HuJ, ThompsonD, et al., 2019b. Pore pressure generation in a poro-elastic soil under moving train loads. Soil Dynamics and Earthquake Engineering, 125:105711.

[12]BianXC, ShiKH, LiW, et al., 2021a. Quantification of railway ballast degradation by abrasion testing and computer-aided morphology analysis. Journal of Materials in Civil Engineering, 33(1):04020411.

[13]BianXC, DuanX, LiW, et al., 2021b. Track settlement restoration of ballastless high-speed railway using polyurethane grouting: full-scale model testing. Transportation Geotechnics, 26:100381.

[14]BianXC, WanZB, ZhaoC, et al., 2022. Mud pumping in the roadbed of ballastless high-speed railway. Géotechnique, in press.

[15]BlackmoreL, ClaytonCRI, PowrieW, et al., 2020. Saturation and its effect on the resilient modulus of a pavement formation material. Géotechnique, 70(4):292-302.

[16]BudionoD, McSweeneyT, GurungN, et al., 2004. The effect of coal dust fouling on the cyclic behaviour of railway ballast. Proceedings of the 2004 International Conference on Cyclic Behaviour of Soils and Liquefaction Phenomena, p.627-632.

[17]CaoYM, 2006. The Theoretical Analysis and Experiments of the Train-induced Free-field and Building Vibrations. PhD Thesis, Beijing Jiaotong University, Beijing, China(in Chinese).

[18]ChaiJ, YuanQ, LiY, et al., 2015. Application analysis on method of physical model test with optical fiber sensing technique. Journal of Engineering Geology, 23(6):‍‍1100-1108 (in Chinese).

[19]ChaiJC, CarterJP, HayashiS, 2006. Vacuum consolidation and its combination with embankment loading. Canadian Geotechnical Journal, 43(10):985-996.

[20]ChawlaS, ShahuJT, 2016. Reinforcement and mud-pumping benefits of geosynthetics in railway tracks: model tests. Geotextiles and Geomembranes, 44(3):366-380.

[21]ChenJ, GaoR, LiuYZP, et al., 2021. Numerical exploration of the behavior of coal-fouled ballast subjected to direct shear test. Construction and Building Materials, 273:121927.

[22]ChenWB, FengWQ, YinJH, 2020. Effects of water content on resilient modulus of a granular material with high fines content. Construction and Building Materials, 236:117542.

[23]ChenXX, NieRS, LiYF, et al., 2021. Resilient modulus of fine-grained subgrade soil considering load interval: an experimental study. Soil Dynamics and Earthquake Engineering, 142:106558.

[24]Climate Change Center, 2019. China’s Climate Change White Paper 2019. Technical Report, China Meteorological Administration, China(in Chinese).

[25]ConnollyDP, CostaPA, 2020. Geodynamics of very high speed transport systems. Soil Dynamics and Earthquake Engineering, 130:105982.

[26]CostaPA, ColaçoA, CalçadaR, et al., 2015. Critical speed of railway tracks. Detailed and simplified approaches. Transportation Geotechnics, 2:30-46.

[27]CostaPA, SoaresP, ColaçoA, et al., 2020. Railway critical speed assessment: a simple experimental-analytical approach. Soil Dynamics and Earthquake Engineering, 134:106156.

[28]CuiXQ, GuoXM, 2018. Feature analysis of meteorological and derivative disasters in China railway during 1950‍–2015. Meteorological and Environmental Sciences, 41(2):98-104 (in Chinese).

[29]DaneshA, PalassiM, MirghasemiAA, 2018. Effect of sand and clay fouling on the shear strength of railway ballast for different ballast gradations. Granular Matter, 20(3):51.

[30]dAngeloG, Sol-SánchezM, Moreno-NavarroF, et al., 2018. Use of bitumen-stabilised ballast for improving railway trackbed conventional maintenance. Géotechnique, 68(6):518-527.

[31]de BoldR, O’ConnorG, MorrisseyJP, et al., 2015. Benchmarking large scale GPR experiments on railway ballast. Construction and Building Materials, 92:31-42.

[32]de BoldR, ConnollyDP, PatienceS, et al., 2021. Using impulse response testing to examine ballast fouling of a railway trackbed. Construction and Building Materials, 274:121888.

[33]de BonoJ, LiHQ, McDowellG, 2020. A new abrasive wear model for railway ballast. Soils and Foundations, 60(3):714-721.

[34]DerschMS, TutumluerE, PeelerCT, et al., 2010. Polyurethane coating of railroad ballast aggregate for improved performance. The Joint Rail Conference, p.337-342.

[35]DeVinneN, DeBoldR, FordeMC, et al., 2022. Impact of climate change on railway construction, maintenance and safety in the United Kingdom. In: Hoff I, Mork H, Saba R (Eds.), Eleventh International Conference on the Bearing Capacity of Roads, Railways and Airfields, Volume 2. CRC Press, London, UK, p.62-80.

[36]DingSS, LiQ, TianAQ, et al., 2016. Aerodynamic design on high-speed trains. Acta Mechanica Sinica, 32(2):215-232.

[37]DuanJY, YangGL, HuM, et al., 2020. Heave performance of a ballastless track subgrade of double line high-speed railway filled with micro-expansive andesite under water immersion. Construction and Building Materials, 252:119087.

[38]DunnicliffJ, 1993. Geotechnical Instrumentation for Monitoring Field Performance. Wiley, New York, USA.

[39]DuongTV, CuiYJ, TangAM, et al., 2014. Investigating the mud pumping and interlayer creation phenomena in railway sub-structure. Engineering Geology, 171:45-58.

[40]DuongTV, CuiYJ, TangAM, et al., 2016. Effects of water and fines contents on the resilient modulus of the interlayer soil of railway substructure. Acta Geotechnica, 11(1):51-59.

[41]El KamaliM, AbuelgasimA, PapoutsisI, et al., 2020. A reasoned bibliography on SAR interferometry applications and outlook on big interferometric data processing. Remote Sensing Applications: Society and Environment, 19:100358.

[42]FangMJ, HuT, RoseJG, 2020. Geometric composition, structural behavior and material design for asphalt trackbed: a review. Construction and Building Materials, 262:120755.

[43]FerellecJF, McDowellGR, 2010. A method to model realistic particle shape and inertia in DEM. Granular Matter, 12(5):459-467.

[44]FontserèV, PitaAL, ManzoN, et al., 2016. Neoballast: new high-performance and long-lasting ballast for sustainable railway infrastructures. Transportation Research Procedia, 14:1847-1854.

[45]GallagherGP, LeiperQ, WilliamsonR, et al., 1999. The application of time domain ground penetrating radar to evaluate railway track ballast. NDT & E International, 32(8):463-468.

[46]GaoGY, ChenQS, HeJF, et al., 2012. Investigation of ground vibration due to trains moving on saturated multi-layered ground by 2.5D finite element method. Soil Dynamics and Earthquake Engineering, 40:87-98.

[47]GaoZL, LuoX, CaiDG, et al., 2022. Cyclic settlement of ballast layer due to train passages at high speed and its reduction by asphalt trackbed. Construction and Building Materials, 318:125956.

[48]GuQS, ZhaoC, BianXC, et al., 2022. Trackbed settlement and associated ballast degradation due to repeated train moving loads. Soil Dynamics and Earthquake Engineering, 153:107109.

[49]GundavaramD, HussainiSKK, 2019. Polyurethane-based stabilization of railroad ballast‍–‍a critical review. International Journal of Rail Transportation, 7(3):219-240.

[50]GuoLH, ChenF, LiZG, et al., 2019. Investigation and analysis of served state for high speed railway subgrade. Railway Engineering, 59(3):64-68 (in Chinese).

[51]GuoYP, LengWM, NieRS, et al., 2018. Laboratory evaluation of a new device for water drainage in roadside slope along railway systems. Geotextiles and Geomembranes, 46(6):897-903.

[52]GuoZW, DongHF, XiaoJP, 2015. Retracted: detection of permafrost subgrade using GPR: a case examination on Qinghai-Tibet plateau. Journal of Geoscience and Environment Protection, 3(5):35-47.

[53]HaoJY, ZhuSJ, 2010. Discussion on schemes for monitoring post-construction subsidence of subgrade of Zhengzhou–Xi’an passenger dedicated line. Journal of Railway Engineering Society, 27(3):33-36 (in Chinese).

[54]HeJP, XueY, XuJ, et al., 2020. Whole-process monitoring of sinkhole collapse based on distributed optical fiber strain-vibration joint system and its case study in railway subgrade. Optical Fiber Technology, 60:102380.

[55]HoCL, HumphreyD, HyslipJP, et al., 2013. Use of recycled tire rubber to modify track‍–‍substructure interaction. Transportation Research Record: Journal of the Transportation Research Board, 2374(1):119-125.

[56]HodasS, 2014. Design of railway track for speed and high-speed railways. Procedia Engineering, 91:256-261.

[57]HolmG, AndréassonB, BengtssonPE, et al., 2002. Mitigation of Track and Ground Vibrations by High Speed Trains at Ledsgård, Sweden. Report 10, Swedish Deep Stabilization Research Centre, Linkoping, Sweden.

[58]HongL, OuyangM, PeetaS, et al., 2015. Vulnerability assessment and mitigation for the Chinese railway system under floods. Reliability Engineering & System Safety, 137:58-68.

[59]HuJ, BianXC, 2022. Analysis of dynamic stresses in ballasted railway track due to train passages at high speeds. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 23(6):443-457.

[60]HuJ, BianXC, JiangJQ, 2016. Critical velocity of high-speed train running on soft soil and induced dynamic soil response. Procedia Engineering, 143:1034-1042.

[61]HuJ, BianXC, XuWC, et al., 2019. Investigation into the critical speed of ballastless track. Transportation Geotechnics, 18:142-148.

[62]HuaM, 2014. A brief analysis of the commonly used settlement monitoring methods for high-speed railway subgrades. Railway Standard Design, 58(S1):122-125 (in Chinese).

[63]HuangAB, LeeJT, HoYT, et al., 2012. Stability monitoring of rainfall-induced deep landslides through pore pressure profile measurements. Soils and Foundations, 52(4):‍737-747.

[64]HuangH, TutumluerE, DombrowW, 2009. Laboratory characterization of fouled railroad ballast behavior. Transportation Research Record: Journal of the Transportation Research Board, 2117(1):93-101.

[65]HuangJJ, SuQ, WangW, et al., 2019a. Field investigation and full-scale model testing of mud pumping and its effect on the dynamic properties of the slab track‍–‍subgrade interface. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 233(8):802-816.

[66]HuangJJ, SuQ, ChengYM, et al., 2019b. Improved performance of the subgrade bed under the slab track of high-speed railway using polyurethane adhesive. Construction and Building Materials, 208:710-722.

[67]HugenschmidtJ, 2000. Railway track inspection using GPR. Journal of Applied Geophysics, 43(2-4):147-155.

[68]HussainiSKK, IndraratnaB, VinodJS, 2015. Application of optical-fiber Bragg grating sensors in monitoring the rail track deformations. Geotechnical Testing Journal, 38(4):387-396.

[69]IndraratnaB, NgoNT, RujikiatkamjornC, 2011. Behavior of geogrid-reinforced ballast under various levels of fouling. Geotextiles and Geomembranes, 29(3):313-322.

[70]IndraratnaB, TennakoonN, NimbalkarS, et al., 2013a. Behaviour of clay-fouled ballast under drained triaxial testing. Géotechnique, 63(5):410-419.

[71]IndraratnaB, NgoNT, RujikiatkamjornC, 2013b. Deformation of coal fouled ballast stabilized with geogrid under cyclic load. Journal of Geotechnical and Geoenvironmental Engineering, 139(8):1275-1289.

[72]IndraratnaB, NimbalkarS, CoopM, et al., 2014. A constitutive model for coal-fouled ballast capturing the effects of particle degradation. Computers and Geotechnics, 61:‍96-107.

[73]IndraratnaB, SinghM, NguyenTT, 2020. The mechanism and effects of subgrade fluidisation under ballasted railway tracks. Railway Engineering Science, 28(2):‍113-128.

[74]IshikawaT, FukuS, NakamuraT, et al., 2016. Influence of water content on shear behavior of unsaturated fouled ballast. Procedia Engineering, 143:268-275.

[75]JackR, JacksonP, 1999. Imaging attributes of railway track formation and ballast using ground probing radar. NDT & E International, 32(8):457-462.

[76]JiangGL, ChenWZ, LiuXF, et al., 2018. Field study on swelling-shrinkage response of an expansive soil foundation under high-speed railway embankment loads. Soils and Foundations, 58(6):1538-1552.

[77]JiangHG, BianXC, ChenYM, et al., 2015. Impact of water level rise on the behaviors of railway track structure and substructure. Transportation Research Record: Journal of the Transportation Research Board, 2476(1):15-22.

[78]JiangHG, BianXC, JiangJQ, et al., 2016. Dynamic performance of high-speed railway formation with the rise of water table. Engineering Geology, 206:18-32.

[79]JiangZX, 2001. Geological hazards and control in Nanning‍–Kunming railway. Journal of Railway Engineering Society, (1):83-88 (in Chinese).

[80]JingGQ, QieLC, MarkineV, et al., 2019. Polyurethane reinforced ballasted track: review, innovation and challenge. Construction and Building Materials, 208:734-748.

[81]KashaniHF, HyslipJP, HoCL, 2017. Laboratory evaluation of railroad ballast behavior under heavy axle load and high traffic conditions. Transportation Geotechnics, 11:69-81.

[82]KashaniHF, HoCL, HyslipJP, 2018. Fouling and water content influence on the ballast deformation properties. Construction and Building Materials, 190:881-895.

[83]KennedyJ, WoodwardPK, MederoG, et al., 2013. Reducing railway track settlement using three-dimensional polyurethane polymer reinforcement of the ballast. Construction and Building Materials, 44:615-625.

[84]KhanZ, El NaggarMH, CascanteG, 2011. Frequency dependent dynamic properties from resonant column and cyclic triaxial tests. Journal of the Franklin Institute, 348(7):1363-1376.

[85]KumarN, SuhrB, MarschnigS, et al., 2019. Micro-mechanical investigation of railway ballast behavior under cyclic loading in a box test using DEM: effects of elastic layers and ballast types. Granular Matter, 21(4):106.

[86]LiD, SeligET, 1995. Evaluation of railway subgrade problems. Transportation Research Record, 1489:17-25.

[87]LiW, BianXC, DuanX, et al., 2018. Full-scale model testing on ballasted high-speed railway: dynamic responses and accumulated settlements. Transportation Research Record: Journal of the Transportation Research Board, 2672(10):125-135.

[88]LiuHM, JiangHG, ZhaoC, et al., 2022. Long-term responses of high-speed railway subjected to extreme precipitation events. Transportation Geotechnics, 37:100852.

[89]LiuMS, LuoQ, GuoJH, et al., 2019. Mechanism of frost boiling and optimization of drainage design in ballastless track subgrade bed. Journal of Beijing Jiaotong University, 43(3):16-25 (in Chinese).

[90]LiuSX, LuQ, LiHQ, et al., 2020. Estimation of moisture content in railway subgrade by ground penetrating radar. Remote Sensing, 12(18):2912.

[91]LiuT, SuQ, ZhaoWH, et al., 2015. Study on injection‍–repaired and reinforcement effects of subgrade frost boiling under ballastless track. Journal of the China Railway Society, 37(12):88-95 (in Chinese).

[92]LiuXL, ZhangXM, WangH, et al., 2019. Laboratory testing and analysis of dynamic and static resilient modulus of subgrade soil under various influencing factors. Construction and Building Materials, 195:178-186.

[93]LuCF, CaiCX, 2019. Challenges and countermeasures for construction safety during the Sichuan‍–‍Tibet railway project. Engineering, 5(5):833-838.

[94]LuM, McDowellGR, 2006. Discrete element modelling of ballast abrasion. Géotechnique, 56(9):651-655.

[95]MadshusC, KayniaAM, 2000. High-speed railway lines on soft ground: dynamic behaviour at critical train speed. Journal of Sound and Vibration, 231(3):689-701.

[96]McDowellGR, LimWL, CollopAC, et al., 2005. Laboratory simulation of train loading and tamping on ballast. Proceedings of the Institution of Civil Engineers-Transport, 158(2):89-95.

[97]MezherSB, ConnollyDP, WoodwardPK, et al., 2016. Railway critical velocity‍–‍analytical prediction and analysis. Transportation Geotechnics, 6:84-96.

[98]MishraD, TutumluerE, BolerH, et al., 2014. Railroad track transitions with multidepth deflectometers and strain gauges. Transportation Research Record: Journal of the Transportation Research Board, 2448(1):105-114.

[99]MishraD, BolerH, TutumluerE, et al., 2017. Deformation and dynamic load amplification trends at railroad bridge approaches: effects caused by high-speed passenger trains. Transportation Research Record: Journal of the Transportation Research Board, 2607(1):43-53.

[100]NavaratnarajahSK, IndraratnaB, 2017. Use of rubber mats to improve the deformation and degradation behavior of rail ballast under cyclic loading. Journal of Geotechnical and Geoenvironmental Engineering, 143(6):04017015.

[101]NgamkhanongC, FengB, TutumluerE, et al., 2021. Evaluation of lateral stability of railway tracks due to ballast degradation. Construction and Building Materials, 278:122342.

[102]NgoTN, IndraratnaB, RujikiatkamjornC, 2019. Improved performance of ballasted tracks under impact loading by recycled rubber mats. Transportation Geotechnics, 20:100239.

[103]NiuFJ, LiAY, LuoJ, et al., 2017. Soil moisture, ground temperatures, and deformation of a high-speed railway embankment in Northeast China. Cold Regions Science and Technology, 133:7-14.

[104]NiuFJ, ZhengH, LiAY, 2020. The study of frost heave mechanism of high-speed railway foundation by field-monitored data and indoor verification experiment. Acta Geotechnica, 15(3):581-593.

[105]NRA (National Railway Administration of the People’s Republic of China), 2015. Code for Design of High Speed Railway, TB 10621-2014. National Standards of the People’s Republic of China(in Chinese).

[106]PengJL, 2011. Study on water content monitoring method of red clay subgrade based on the principle of TDR. Highway Engineering, 36(3):141-144 (in Chinese).

[107]PopovK, de BoldR, ChaiHK, et al., 2022. Big-data driven assessment of railway track and maintenance efficiency using artificial neural networks. Construction and Building Materials, 349:128786.

[108]QianY, MishraD, TutumluerE, et al., 2016. Moisture effects on degraded ballast shear strength behavior. Proceedings of the Joint Rail Conference.

[109]RajuVR, DaramalinggamJ, 2012. Ground improvement: principles and applications in Asia. Proceedings of the Institution of Civil Engineers-Ground Improvement, 165(2):65-76.

[110]RobertsR, SchutzA, Al-QadiI, et al., 2007. Characterizing railroad ballast using GPR: recent experiences in the United States. Proceedings of the 4th International Workshop on Advanced Ground Penetrating Radar, p.295-299.

[111]SadeghiJ, MasnabadiA, MazraehA, 2016. Correlations among railway turnout geometry, safety and speeds. Proceedings of the Institution of Civil Engineers-Transport, 169(4):219-229.

[112]SayeedA, ShahinMA, 2016. Three-dimensional numerical modelling of ballasted railway track foundations for high-speed trains with special reference to critical speed. Transportation Geotechnics, 6:55-65.

[113]SeligET, MatersJM, 1994. Track Geotechnology and Substructure Management. Thomas Telford, London, UK.

[114]ShengD, ZhangS, NiuF, et al., 2014. A potential new frost heave mechanism in high-speed railway embankments. Géotechnique, 64(2):144-154.

[115]ShengX, JonesCJC, ThompsonDJ, 2004a. A theoretical study on the influence of the track on train-induced ground vibration. Journal of Sound and Vibration, 272(3-5):909-936.

[116]ShengX, JonesCJC, ThompsonDJ, 2004b. A theoretical model for ground vibration from trains generated by vertical track irregularities. Journal of Sound and Vibration, 272(3-5):937-965.

[117]Sol-SánchezM, d’AngeloG, 2017. Review of the design and maintenance technologies used to decelerate the deterioration of ballasted railway tracks. Construction and Building Materials, 157:402-415.

[118]Sol-SánchezM, ThomNH, Moreno-NavarroF, et al., 2015. A study into the use of crumb rubber in railway ballast. Construction and Building Materials, 75:19-24.

[119]Sol-SánchezM, Moreno-NavarroF, Rubio-GámezMC, et al., 2018. Full-scale study of Neoballast section for its application in railway tracks: optimization of track design. Materials and Structures, 51(2):43.

[120]SuhrB, ButcherTA, LewisR, et al., 2020. Friction and wear in railway ballast stone interfaces. Tribology International, 151:106498.

[121]SussmannTR, SeligET, HyslipJP, 2003. Railway track condition indicators from ground penetrating radar. NDT & E International, 36(3):157-167.

[122]TakatoshiI, 1997. Measure for the Stabilization of Railway Earth Structure. Japan Railway Technical Service, Tokyo, Japan.

[123]TakemiyaH, 2003. Simulation of track‍–‍ground vibrations due to a high-speed train: the case of X-2000 at Ledsgard. Journal of Sound and Vibration, 261(3):503-526.

[124]TanDS, SunYM, HuLX, et al., 2011. Salt expansion properties and mechanism of saline soil in Xinjiang section of Lanzhou‍–‍Xinjiang railway and preventive measures. Journal of the China Railway Society, 33(9):‍83-88 (in Chinese).

[125]TarchiD, CasagliN, FantiR, et al., 2003. Landslide monitoring by using ground-based SAR interferometry: an example of application to the Tessina landslide in Italy. Engineering Geology, 68(1-2):15-30.

[126]TasallotiA, MarshallAM, HeronCM, et al., 2020. Geocellular railway drainage systems: physical and numerical modelling. Transportation Geotechnics, 22:100299.

[127]TengJD, LiuJL, ZhangS, et al., 2022. Frost heave in coarse-grained soils: experimental evidence and numerical modelling. Géotechnique, in press.

[128]TianYH, YangZJ, TaiBW, et al., 2019. Damage and mitigation of railway embankment drainage trench in warm permafrost: a case study. Engineering Geology, 261:105276.

[129]TouqanM, AhmedA, El NaggarH, et al., 2020. Static and cyclic characterization of fouled railroad sub-ballast layer behaviour. Soil Dynamics and Earthquake Engineering, 137:106293.

[130]WanZB, BianXC, LiSH, et al., 2020. Remediation of mud pumping in ballastless high-speed railway using polyurethane chemical injection. Construction and Building Materials, 259:120401.

[131]WanZB, XuWC, ZhangZY, et al., 2022. In-situ investigation on mud pumping in ballastless high-speed railway and development of remediation method. Transportation Geotechnics, 33:100713.

[132]WangC, ZhangZJ, ZhangH, et al., 2017. Seasonal deformation features on Qinghai-Tibet railway observed using time-series InSAR technique with high-resolution TerraSAR-X images. Remote Sensing Letters, 8(1):1-10.

[133]WangDH, 2008. Technologies for Wuhan‍–‍Guangzhou railway passenger dedicated line settlement observation and prediction of settlement deformation. Journal of Railway Science and Engineering, 5(3):60-64 (in Chinese).

[134]WangJ, WangC, ZhangH, et al., 2021a. Freeze-thaw deformation cycles and temporal-spatial distribution of permafrost along the Qinghai-Tibet railway using multitrack InSAR processing. Remote Sensing, 13(23):4744.

[135]WangR, ChengJJ, GaoL, et al., 2021b. Research on the swelling mechanism of high-speed railway subgrade and the induced railway heave of ballastless tracks. Transportation Geotechnics, 27:100470.

[136]WangTF, LuoQ, LiuMS, et al., 2020. Physical modeling of train-induced mud pumping in substructure beneath ballastless slab track. Transportation Geotechnics, 23:100332.

[137]WMO (World Meteorological Organization), 2019. The Global Climate in 2015‍–‍2019. Technical Report.

[138]WoldringhRF, NewBM, 1999. Embankment design for high speed trains on soft soils. Proceedings of the Twelfth European Conference on Soil Mechanics and Geotechnical Engineering, p.1703-1712.

[139]WoodwardPK, El KacimiA, LaghroucheO, et al., 2012. Application of polyurethane geocomposites to help maintain track geometry for high-speed ballasted railway tracks. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 13(11):836-849.

[140]WoodwardPK, KennedyJ, LaghroucheO, et al., 2014. Study of railway track stiffness modification by polyurethane reinforcement of the ballast. Transportation Geotechnics, 1(4):214-224.

[141]XieYY, LiaoHJ, ZanYW, 2010. Two-dimensional forward simulation of railway roadbed disease based on ground penetrating radar technique. Journal of Zhejiang University (Engineering Science), 44(10):1907-1911 (in Chinese).

[142]XingHJ, 2018. Experimental study on railway slope sliding monitoring with optical fiber grating sensing technology. Railway Engineering, 58(2):85-88 (in Chinese).

[143]XuJ, HeJP, ZhangL, 2017. Collapse prediction of karst sinkhole via distributed Brillouin optical fiber sensor. Measurement, 100:68-71.

[144]XuY, GaoL, JingGQ, et al., 2015. Shear behavior analysis of fouled railroad ballast by DEM and its evaluation index. Engineering Mechanics, 32(8):96-102 (in Chinese).

[145]XuY, GaoL, ZhangYR, et al., 2016. Discrete element method analysis of lateral resistance of fouled ballast bed. Journal of Central South University, 23(9):2373-2381.

[146]XuY, YuWY, QieLC, et al., 2021. Analysis of influence of ballast shape on abrasion resistance using discrete element method. Construction and Building Materials, 273:121708.

[147]YangXA, 2002. Railroad substructure and problem of Yuntaishan tunnel inspection using GPR. Bulletin of Geological Science and Technology, 21(4):86-88 (in Chinese).

[148]YangXA, GaoYL, 2004. GPR inspection for Shanghai‍–Nanjing railway trackbed. Chinese Journal of Rock Mechanics and Engineering, 23(1):116-119 (in Chinese).

[149]YuXB, LiuY, GonzalezJ, et al., 2012. A new TDR sensor for accurate freeze–thaw measurement. International Journal of Pavement Engineering, 13(6):523-534.

[150]ZhaiWM, WeiK, SongXL, et al., 2015. Experimental investigation into ground vibrations induced by very high speed trains on a non-ballasted track. Soil Dynamics and Earthquake Engineering, 72:24-36.

[151]ZhouHF, JiangJQ, 2006. Ground-borne vibration induced by high-speed trains. Chinese Journal of Geotechnical Engineering, 28(12):2104-2110 (in Chinese).

[152]ZhouYY, ChenM, GongHL, et al., 2017. The subsidence monitoring of Beijing‍–‍Tianjin high-speed railway based on PS-InSAR. Journal of Geo-Information Science, 19(10):1393-1403 (in Chinese).

[153]ZichaJH, 1989. High-speed rail track design. Journal of Transportation Engineering, 115(1):68-83.

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