Field tests on attenuation of train induced soil vibration under inclined topography conditions
DING Xuanming1,2, YANG Jinchuan1,2, WANG Chenglong1,2, YANG Changwei3
1. College of Civil Engineering, Chongqing University, Chongqing 400045, China; 2. Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Chongqing 400045, China; 3. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China
Abstract: Field tests were carried out to study the vibrations problem induced by moving train traffic under complex topography conditions on the viaduct section of Chongqing Light Rail Line 6 passing through typical slopes. Attenuation of train induced soil vibration under inclined topography conditions were analyzed. The results showed that the main frequencies of ground vibration caused by trains were distributed 30-95 Hz under the semi-concave field, and the ground vibration presented wave attenuation. Two vibration amplification zones appeared in the direction of 45, and 90 degrees from the track center line. Affected by the topography of the site, the vibration was mainly concentrated in the concave field, and the attenuation of vibration in the two directions was not obvious in the concave field, but the attenuations showed significantly different variations. The vibration with a low-frequency was obvious near the pier, and the train operation had obvious periodical loading phenomenon. The ground vibration was mainly concentrated in the high-frequency part, but the attenuation of the high-frequency part was not obvious, while the vibration of the low-frequency part attenuated to some extent. Whats more, the frequency vibration caused by the up train was greater than that of the down train.
丁选明, 杨金川, 王成龙, 杨长卫. 复杂地形下山区轨道交通振动传播规律现场测试[J]. 隧道与地下工程灾害防治, 2019, 1(3): 39-45.
DING Xuanming, YANG Jinchuan, WANG Chenglong, YANG Changwei. Field tests on attenuation of train induced soil vibration under inclined topography conditions. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(3): 39-45.
罗忆,胡晶晶,杨宜谦,等.重载列车通过高架桥诱发地面振动传播与衰减规律的现场测试研究[J]. 岩石力学与工程学报, 2018,37(增刊1):3523-3532. LUO Yi, HU Jingjing, YANG Yiqian, et al. Field monitoring of vibration response and attenuation induced by heavy freight trains on viaduct[J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(Suppl.1):3523-3532.
[2]
王子玉.地铁车辆段环境振动现场试验与仿真分析[D]. 南昌:华东交通大学,2018. WANG Ziyu. Field test and simulation analysis on environmental vibration of metro depot[D]. Nanchang: East China Jiaotong University, 2018.
[3]
YASERI A, BAZYAR M H, HATAF N. 3D coupled scaled boundary finite-element/finite-element analysis of ground vibrations induced by underground train movement[J]. Computers and Geotechnics, 2014, 60(1):1-8.
[4]
高广运,李志毅,冯世进,等. 秦-沈铁路列车运行引起的地面振动实测与分析[J]. 岩土力学,2007, 28(9): 1817-1822. GAO Guangyun, LI Zhiyi, FENG Shijin, et al. Experimental results and numerical predictions of ground vibration induced by high-speed train running on Qin-Shen Railway[J]. Rock and Soil Mechanics, 2007, 28(9): 1817-1822.
[5]
陈建国,夏禾,肖军华,等. 列车运行对周围地面振动影响的试验研究[J]. 岩土力学, 2008, 29(11): 3113-3118. CHEN Jianguo, XIA He, XIAO Junhua. Experimental study of ground vibrations induced by moving train[J]. Rock and Soil Mechanics, 2008, 29(11): 3113-3118.
[6]
KOUROUSSIS G, VERLINDEN O, CONTI C. Free field vibrations caused by high-speed lines: measurement and time domain simulation[J]. Soil Dynamics and Earthquake Engineering, 2011, 31(4): 692-707.
[7]
李小珍,刘全民,张迅,等.高架轨道交通附近自由地表振动试验研究[J].振动与冲击, 2014, 33(16):56-61. LI Xiaozhen, LIU Quanmin, ZHANG Xun, et al. Ground vibration induced by inter-city express train[J]. Journal of Vibration and Shock, 2014, 33(16):56-61.
[8]
闫维明,聂晗,任珉,等. 地铁交通引起的环境振动的实测与分析[J]. 地震工程与工程振动, 2006, 26(4): 187-191. YAN Weiming, NIE Han, REN Min, et al. In situ experiment and analysis of environmental vibration induced by urban subway transit[J]. Earthquake Engineering and Engineering Vibration, 2006, 26(4): 187-191.
[9]
单涛涛,楼梦麟,蒋通,等. 地铁诱发地面振动传播衰减特性分析[J]. 防灾减灾工程学报,2013, 33(4): 461-467. SHAN Taotao, LOU Menglin, JIANG Tong, et al. Analysis on propagation attenuation of subway-induced ground vibrations[J]. Journal of Disaster Prevention and Mitigation Engineering, 2013, 33(4): 461-467.
[10]
FENG S J, ZHANG X L, WANG L, et al. In situ experimental study on high speed train induced ground vibrations with the ballast-less track[J]. Soil Dynamics and Earthquake Engineering, 2017, 102: 195-214.
[11]
刘汉龙,孙广超,孔纲强,等. 无砟轨道X形桩-筏复合地基动土压力分布规律试验研究[J]. 岩土工程学报,2016, 38(11): 1933-1940. LIU Hanlong, SUN Guangchao, KONG Gangqiang, et al. Model tests on distribution law of dynamical soil pressure of ballastless track XCC pile-raft composite foundation[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(11): 1933-1940.
[12]
孔纲强,孙广超,刘汉龙,等. 不同激振频率下现浇X形桩桩-筏复合地基模型试验研究[J]. 岩土力学,2017, 38(5): 1379-1384. KONG Gangqiang, SUN Guangchao, LIU Hanlong, et al. Experimental study of XCC pile-raft composite foundation under different excitation frequencies[J]. Rock and Soil Mechanics, 2017, 38(5): 1379-1384.
[13]
牛婷婷,刘汉龙,丁选明,等. 高铁列车荷载作用下桩网复合地基振动特性模型试验[J]. 岩土力学, 2018, 39(3): 872-880. NIU Tingting, LIU Hanlong, DING Xuanming, et al. Piled embankment model test on vibration characteristics under high-speed train loads[J]. Rock and Soil Mechanics, 2018, 39(3): 872-880.
[14]
孙广超,刘汉龙,孔纲强,等. 振动波型对X形桩桩-筏复合地基动力响应影响的模型试验研究[J]. 岩土工程学报, 2016, 38(6): 1021-1029. SUN Guangchao, LIU Hanlong, KONG Gangqiang, et al. Model tests on effect of vibration waves on dynamic response of XCC pile-raft composite foundation[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(6): 1021-1029.
[15]
边学成,蒋红光,金皖锋,等. 板式轨道-路基相互作用及荷载传递规律的物理模型试验研究[J]. 岩土工程学报,2012, 34(8): 1488-1495. BIAN Xuecheng, JIANG Honguang, JIN Wanfeng, et al. Full-scale model tests on slab track-subgrade interaction and load transfer in track system[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(8): 1488-1495.
[16]
CHEN R P, ZHAO X, WANG Z, et al. Experimental study on dynamic load magnification factor for ballastless track-subgrade of high-speed railway[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2013, 5(4): 306-311.
[17]
AL SHAER A, DUHAMEL D, SAB K, et al. Experimental settlement and dynamic behavior of a portion of ballasted railway track under high speed trains[J]. Journal of Sound and Vibration, 2008, 316(1/2/3/4/5): 211-233.
[18]
SHENG X, JONES C J C, THOMPSON D J. Prediction of ground vibration from trains using the wavenumber finite and boundary element methods[J]. Journal of Sound and Vibration, 2006, 293(3/4/5): 575-586.
[19]
ALVES COSTA P, CALÇADA R, SILVA CARDOSO A. Track—ground vibrations induced by railway traffic: In-situ measurements and validation of a 2.5D FEM-BEM model[J]. Soil Dynamics and Earthquake Engineering, 2012, 32(1): 111-128.
[20]
郑鑫, 陶夏新, 王福彤, 等. 轨道交通地面振动衰减关系中局部放大现象形成机理研究[J]. 振动与冲击, 2014, 33(3):35-40. ZHENG Xin, TAO Xiaxin, WANG Futong, et al. Mechanism of local amplification in attenuation of ground vibration induced by rail traffic[J]. Journal of Vibration and Shock, 2014, 33(3):35-40.
[21]
ZHANG Xun, LI Xiaozhen, SONG Lizhong, et al. Vibrational and acoustical performance of concrete box-section bridges subjected to train wheel-rail excitation: Field test and numerical analysis[J]. Noise Control Engineering Journal, 2016, 64(2): 217-229.
[22]
International Organization for Standardization. Mechanical vibration and shock-evaluation of human exposure to whole-body vibration—part1: general requirements. ISO2631/1[S]. [S.l.] :ISO BSI British Standards, 1997.
[23]
邱俊杰.高架轨道交通引起环境振动的实测与评价方法研究[D]. 武汉:武汉理工大学, 2005. QIU Junjie. Practical and evaluation research on the environmental vibration caused by elevated railroad traffic[D]. Wuhan: Wuhan University of Technology, 2005.
2019, Vol. 1 
