|Table of Contents|

Numerical Simulation of Vibration Isolation Effect of Ditch Barriers on High-speed Train in Loess Areas, China(PDF)

《地球科学与环境学报》[ISSN:1672-6561/CN:61-1423/P]

Issue:
2025年第03期
Page:
371-385
Research Field:
黄河流域生态保护和高质量发展专刊(上)
Publishing date:

Info

Title:
Numerical Simulation of Vibration Isolation Effect of Ditch Barriers on High-speed Train in Loess Areas, China
Author(s):
LI Liang-zhong1 DENG Ya-hong123* NIU De-xin1
(1.School of Geological Engineering and Geomatics,Chang'an University,Xi'an 710054,Shaanxi,China; 2.Key Laboratory of Mine Geological Hazards Mechanism and Control of Ministry of Natural Resources,Xi'an 710054,Shaanxi,China; 3.Key Laboratory of Western China's Mineral Resources and Geological Engineering of Ministry of Education,Chang'an University,Xi'an 710054,Shaanxi,China)
Keywords:
ditch barrier high-speed train vibration finite element isolation effect railway embankment loess area
PACS:
TU435
DOI:
10.19814/j.jese.2025.01032
Abstract:
Along with the continuous increase in the operating mileage of high-speed railways, the environmental vibration problems caused by long-term operation of high-speed railways are receiving increasing attention. At present, there is a wealth of research on the vibration characteristics of high-speed trains in loess areas, but there is relatively little research on the isolation of high-speed trains in loess areas. A high-speed train track-embankment-ditch barrier finite element model was established based on numerical methods using the embankment section of Datong-Xi'an high-speed railway as a prototype; the influences of ditch barrier's position, depth, width, filling material and cross-sectional shape, as well as train speed on its vibration isolation effect were studied, and the vibration isolation law of high-speed railway ditch barriers in loess areas was revealed. The results show that the closer the location of the ditch barrier is to the centerline of vibration source, the weaker the amplification effect of soil in the front area of the ditch barrier, and the better and wider the vibration isolation effect behind the ditch barrier; the vibration isolation effect of ditch barrier increases with depth and width, and the improvement in depth is greater than that in width; the greater the difference in properties between the filling material and loess, the better the vibration isolation effect; the inclined sidewall can weaken the amplification effect in front of open ditch barrier and the ditch barrier filled with soft material, and the weakening amplitude of vibration amplification effect increases with the decrease of sidewall inclination angle, and the decrease in side wall inclination angle also weaken the vibration isolation effect of ditch barrier; when the train runs at a higher speed, the amplification effect of vibration in the front area of ditch barrier is enhanced, but it still has a good vibration isolation effect behind the ditch barrier.

References:

[1] 中国国家铁路集团有限公司.中国国家铁路集团有限公司2023年统计公报[N].人民铁道,2024-03-01(2).
China State Railway Group Co.,Ltd.Statistical Bulletin of China Railway Group Co.,Ltd.for 2023[N].People's Railway Daily,2024-03-01(2).
[2] 夏 禾.交通环境振动工程[M].北京:科学出版社,2010.
XIA He.Traffic Induced Environmental Vibrations and Controls[M].Beijing:Science Press,2010.
[3] 李紫萱,李 松,高 烨.河北省高速铁路与区域协调发展时空耦合协调关系研究[J].铁道运输与经济,2023,45(9):104-111.
LI Zi-xuan,LI Song,GAO Ye.Spatio-temporal Coupling Coordination Relationship Between High Speed Railway and Regional Coordinated Development in Hebei Province[J].Railway Transport and Economy,2023,45(9):104-111.
[4] AUERSCH L.The Excitation of Ground Vibration by Rail Traffic:Theory of Vehicle-track-soil Interaction and Measurements on High-speed Lines[J].Journal of Sound and Vibration,2005,284(1/2):103-132.
[5] YANG Y B,HUNG H H,CHANG D W.Train-induced Wave Propagation in Layered Soils Using Finite/Infinite Element Simulation[J].Soil Dynamics and Earthquake Engineering,2003,23(4):263-278.
[6] 边学成,陈云敏.基于2.5维有限元方法分析列车荷载产生的地基波动[J].岩石力学与工程学报,2006,25(11):2335-2342.
BIAN Xue-cheng,CHEN Yun-min.Ground Vibration Generated by Train Moving Loadings Using 2.5D Finite Element Method[J].Chinese Journal of Rock Me-chanics and Engineering,2006,25(11):2335-2342.
[7] CHENG X S,MA L,YU D P,et al.Seismic Stability of Loess Tunnels Under the Effects of Rain Seepage and a Train Load[J].Science China:Technological Sciences,2018,61(5):735-747.
[8] WANG R,HU Z P,MA J K,et al.Dynamic Response and Long-term Settlement of a Compacted Loess Embankment Under Moving Train Loading[J].KSCE Journal of Civil Engineering,2021,25(11):4075-4087.
[9] 罗 晶.兰州黄土地区高速铁路路堤地段环境振动研究[D].兰州:兰州交通大学,2017.
LUO Jing.The Study on the Environmental Vibration of High-speed Railway Embankment Area in Lanzhou Loess Area[D].Lanzhou:Lanzhou Jiaotong Univer-sity,2017.
[10] 刘智鹏.兰州黄土地区高速铁路路堑地段环境振动研究[D].兰州:兰州交通大学,2017.
LIU Zhi-peng.The Study on the Environmental Vibration of High-speed Railway Cutting Area in Lan-zhou Loess Area[D].Lanzhou:Lanzhou Jiaotong University,2017.
[11] CHEN T,MA W,WU Z J,et al.Characteristics of Dynamic Response of the Active Layer Beneath Embankment in Permafrost Regions Along the Qinghai-Tibet Railroad[J].Cold Regions Science and Techno-logy,2014,98:1-7.
[12] WU Z J,CHEN T,ZHAO T,et al.Dynamic Response Analysis of Railway Embankments Under Train Lo-ads in Permafrost Regions of the Qinghai-Tibet Pla-teau[J].Soil Dynamics and Earthquake Engineering,2018,112:1-7.
[13] YAN W J,ZHANG H,ZHENG H Z,et al.Numerical Modelling of Vibration Response in Loess Hills Due to a High-speed Train on Railway Viaduct[J].Research in Cold and Arid Regions,2022,14(5):329-337.
[14] DONG J,YANG Y,WU Z H.Propagation Characteri-stics of Vibrations Induced by Heavy-haul Trains in a Loess Area of the North China Plains[J].Journal of Vibration and Control,2019,25(4):882-894.
[15] 王 强.列车低频振动下黄土铁路路堤动力响应研究[D].西安:长安大学,2020.
WANG Qiang.Study on the Dynamic Response of Loess Railway Embankment Under Low Frequency Vibration of Train[D].Xi'an:Chang'an University,2020.
[16] 张雨禾.列车低频振动下黄土路堑边坡动力响应研究[D].西安:长安大学,2020.
ZHANG Yu-he.Study on the Dynamic Response of Loess Cutting Slope Under Low Frequency Vibration of Train[D].Xi'an:Chang'an University,2020.
[17] 郑海忠,严武建,石玉成,等.列车荷载作用下黄土阶梯斜坡的动力响应及稳定性研究[J].铁道科学与工程学报,2020,17(5):1080-1089.
ZHENG Hai-zhong,YAN Wu-jian,SHI Yu-cheng,et al.Study on Dynamic Response and Stability of Loess Stepped Slope Under Train Load[J].Journal of Railway Science and Engineering,2020,17(5):1080-1089.
[18] NIU D X,DENG Y H,MU H D,et al.Attenuation and Propagation Characteristics of Railway Load-induced Vibration in a Loess Area[J].Transportation Geotechnics,2022,37:100858.
[19] 毕俊伟,张继严,高广运,等.高铁荷载下路堤和路堑段地面振动特性现场测试与数值分析[J].振动与冲击,2024,43(11):194-205.
BI Jun-wei,ZHANG Ji-yan,GAO Guang-yun,et al.On Site Testing and Numerical Analysis of Ground Vibration Characteristics of Embankments and Cutting Sections under High-speed Rail Load[J].Journal of Vibration and Shock,2024,43(11):194-205.
[20] 王 瑞,胡志平,彭建兵,等.基于二维降阶Hermite插值的铁路路基动力响应2.5D有限元模拟[J].岩土力学,2023,44(3):908-915.
WANG Rui,HU Zhi-ping,PENG Jian-bing,et al.Simulation of Dynamic Response of Railway Subgrade Using 2.5D Finite Element Method Based on Reduced 2D Hermite Interpolation[J].Rock and Soil Mecha-nics,2023,44(3):908-915.
[21] 张雷刚,刘晶磊,宋绪国,等.高速铁路空沟减隔振效果及影响因素数值分析[J].铁道科学与工程学报,2017,14(7):1354-1360.
ZHANG Lei-gang,LIU Jing-lei,SONG Xu-guo,et al.The Numerical Analysis of Effect and Influencing Factor of Vibration Reduction by Open Trench on Hi-gh-speed Railway[J].Journal of Railway Science and Engineering,2017,14(7):1354-1360.
[22] WOODS R D.Screening of Surface Wave in Soils[J].Journal of the Soil Mechanics and Foundations Division,1968,94(4):951-979.
[23] BESKOS D E,DASGUPTA B,VARDOULAKIS I G.Vibration Isolation Using Open or Filled Trenches[J].Computational Mechanics,1986,1(1):43-63.
[24] 邓亚虹,夏唐代,陈敬虞.车辆荷载作用下隔震沟隔震效率影响因素分析[J].岩土力学,2007,28(5):883-887,894.
DENG Ya-hong,XIA Tang-dai,CHEN Jing-yu.Ana-lysis of Efficiency of Vibration Isolating Groove Subjected to Vehicle Load[J].Rock and Soil Mechanics,2007,28(5):883-887,894.
[25] 李丹阳,高 盟,宋永山,等.高速铁路填充沟隔振效果的2.5D有限元分析[J].地震工程与工程振动,2021,41(2):228-240.
LI Dan-yang,GAO Meng,SONG Yong-shan,et al.2.5D Finite Element Analysis of Vibration Isolation Effect of High-speed Railway Filled Dynamics[J].Earthquake Engineering and Engineering Vibration,2021,41(2):228-240.
[26] 周凤玺,梁玉旺,刘云帅.平面弹性波入射下空沟隔振的解析分析[J].振动与冲击,2023,42(9):293-303.
ZHOU Feng-xi,LIANG Yu-wang,LIU Yun-shuai.Analytical Analysis of Vibration Isolation of Open Trench Under Plane Elastic Wave Incidence[J].Journal of Vibration and Shock,2023,42(9):293-303.
[27] 宋玉兰,杨立中.郑西高铁地面振动实测分析及隔振沟效果研究[J].水文地质工程地质,2023,50(1):132-143.
SONG Yu-lan,YANG Li-zhong.Ground Vibration Test of the Zhengzhou-Xi'an High-speed Railway and Analyses of the Vibration Isolation Trench Effect[J].Hydrogeology & Engineering Geology,2023,50(1):132-143.
[28] 罗 锟,雷晓燕.新型铁路沟屏障隔振数值分析[J].噪声与振动控制,2010,30(1):67-71.
LUO Kun,LEI Xiao-yan.Numerical Analysis of Railway Vibration Isolation of New Style Trenches[J].Noise and Vibration Control,2010,30(1):67-71.
[29] YOUNESIAN D,SADRI M.Effects of the Trench Geometry on Vibration Mitigation Level in High-spe-ed Railway Tracks[J].Journal of Mechanical Science and Technology,2012,26(8):2469-2476.
[30] ESMAEILI M,ZAKERI J A,MOSAYEBI S A.Inves-tigating the Optimized Open V-shaped Trench Performance in Reduction of Train-induced Ground Vibrations[J].International Journal of Geomechanics,2014,14(3):04014004.
[31] ZAKERI J A,ESMAEILI M,MOSAYEBI S A.Numerical Investigation of the Effectiveness of a Step-shaped Trench in Reducing Train-induced Vibrations[J].Proceedings of the Institution of Mechanical Engineers,Part F:Journal of Rail and Rapid Transit,2014,228(3):298-306.
[32] 陈青生,郭冬冬,李 杨,等.不同排数新型空沟屏障隔振效果研究[J].地震工程与工程振动,2021,41(2):65-75.
CHEN Qing-sheng,GUO Dong-dong,LI Yang,et al.Vibration Isolation Efficiency of New Open Trenches with Different Cross-sectional Shapes and Different Rows Number[J].Earthquake Engineering and Engineering Dynamics,2021,41(2):65-75.
[33] 伍宇明,兰恒星,黄为清.不饱和黄土的波速与质量含水率关系[J].地球物理学报,2021,64(10):3766-3773.
WU Yu-ming,LAN Heng-xing,HUANG Wei-qing.Relationship Between Wave Velocities and Water Content of Unsaturated Loess[J].Chinese Journal of Geophysics,2021,64(10):3766-3773.
[34] 吴 伟.黄土地区高速铁路振动衰减特征研究:以大西高铁为例[D].西安:长安大学,2020.
WU Wei.Study on Vibration Attenuation Characteri-stics of High-speed Railway in Loess Area:Case of Datong-Xi'an High-speed Railway[D].Xi'an:Chang'an University,2020.
[35] 长安大学.大西高铁沿线地裂缝勘察报告[R].西安:长安大学,2012.
Chang'an University.Survey Report on Ground Fissures Along the Datong-Xi'an High-speed Railway[R].Xi'an:Chang'an University,2012.
[36] 何国辉,黄强兵,王 涛,等.高铁路基正交跨越地裂缝带动力响应数值分析[J].工程地质学报,2020,28(1):149-157.
HE Guo-hui,HUANG Qiang-bing,WANG Tao,et al.Numerical Analysis of Dynamic Response of High-speed Railway Subgrade Orthogonally Crossing Gro-und Fissure Zone[J].Journal of Engineering Geology,2020,28(1):149-157.
[37] 吴再新,袁 哲,杨建近,等.350 km·h-1高速铁路隧道行车振动的波阻板隔振特性研究[J].振动与冲击,2024,43(20):45-53,118.
WU Zai-xin,YUAN Zhe,YANG Jian-jin,et al.Vibration Isolation Characteristics of Wave Impeding Blo-cks in Mitigating Vibrations Induced by 350 km·h-1 High-speed Trains Moving in Underground Tunnels[J].Journal of Vibration and Shock,2024,43(20):45-53,118.
[38] TB 10001—2016,铁路路基设计规范[S].
TB 10001—2016,Code for Design of Railway Earth Structure[S].
[39] 纪颖波,张继严,毕俊伟,等.高铁荷载下软土地基振动与塑性变形特性[J].中南大学学报(自然科学版),2024,55(12):4615-4627.
JI Ying-bo,ZHANG Ji-yan,BI Jun-wei,et al.Vibrations and Plastic Deformations of Soft Ground Induc-ed by High-speed Trains[J].Journal of Central South University(Science and Technology),2024,55(12):4615-4627.
[40] 申跃奎.地铁激励下振动的传播规律及建筑物隔振减振研究[D].上海:同济大学,2007.
SHEN Yue-kui.Study on the Propagation Laws of Subway-induced Vibration and Isolation or Reduction Methods of Building Vibration[D].Shanghai:Tongji University,2007.
[41] 陈 浩.隔振沟减缓列车运行对地连墙扰动的作用机理及方案研究[D].太原:太原理工大学,2022.
CHEN Hao.Study on the Mechanism and Scheme of Vibration Isolation Ditch to Reduce the Disturbance of Train Operation to the Underground Diaphragm Wall[D].Taiyuan:Taiyuan University of Technology,2022.

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Last Update: 2025-06-20