Ground vibration characteristic of embankment section for fast railway
Article Text (Baidu Translation)
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摘要: 现场测试了列车通过成灌快速铁路路堤段时的地面振动, 分析了列车从内侧和外侧轨道通过时引起地面不同距离处的最大振级、等效振级和振动频率, 研究了振动频率与衰减速度的相关性, 建立了基于波尼茨模型的铁路路堤段地面振动的分频段预测方法, 并对预测方法进行了实例验证。分析结果表明: 距路堤5~75m范围内地面最大竖向振级为51~77dB, 满足现行铁路环境振动标准要求; 快速铁路路堤段列车从内侧轨道通过时的地面振动大于外侧轨道的地面振动; 地面振动在距路堤35m范围以内衰减较快, 距离大于35m后振动衰减速度变慢; 在近路堤范围内以高频振动为主, 5m处振动能量主要集中在16~100Hz内, 超过65m后振动以小于4Hz的低频振动为主; 振动反弹现象主要发生在小于20Hz和大于100Hz的频率范围内。预测方法取得了较好的预测精度。Abstract: The ground vibration induced by trains running on the embankment of Chengguan Fast Railway was measured through field test.The maximum vibration levels, equivalent vibration levels and vibration frequencies in various locations induced by trains running from inside and outside tracks were analyzed.The orrelation of decy speed and vibration frequency was studied, a new frequency-division section prediction method based on Bornitz model for railway embankment ground vibration was built and verified.Analysis result indicates that the levels of the maximum vibration is 51-77 dB in the distance away from embankment 5-75 m, which meets the requirement of current railway environmental vibration standard.The environmental vibration induced by train running on inside track is greater than that on outside track.The ground vibration attenuates quickly in the region less than 35 m away from embankment, and the attenuate rate of ground vibration become slower in the region more than 35 m away from embankment.High frequency vibration is the major vibration phenomenon within the scope of nearby embankment.In the site of 5 m away from embankment, the dominate vibration frequency range is from 16 Hz to 100 Hz.The low frequency vibration less than 4 Hz is the main vibrationphenomenon in the region of more than 65 m away from embankment.The phenomenon of vibration rebound mainly occurs in the frequency range of less than 20 Hz or greater than 100 Hz.The prediction method has good prediction accuracy.
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表 1 不同距离处V2max和V2e的频率特征
Table 1. V2max and V2e frequency characteristics at different sites
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[1] 张鹏飞, 雷晓燕, 高亮, 等. 铁路环境振动对厂房内精密仪器的影响分析[J]. 振动与冲击, 2013, 32 (16): 187-192. doi: 10.3969/j.issn.1000-3835.2013.16.033ZHANG Peng-fei, LEI Xiao-yan, GAO Liang, et al. Effect of railway environment vibration on precision instruments inside the plant[J]. Journal of Vibration and Shock, 2013, 32 (16): 187-192. (in Chinese). doi: 10.3969/j.issn.1000-3835.2013.16.033 [2] SHENG X, JONES C J C, PETYT M. Ground vibration generated by a load moving along a railway track[J]. Journal of Sound and Vibration, 1999, 228 (1): 129-156. doi: 10.1006/jsvi.1999.2406 [3] DITZEL A, HERMAN G C. The influence of a rail embankment on the vibrations generated by moving trains[J]. Journal of Sound and Vibration, 2004, 271 (1): 937-957. [4] 朱志辉, 余志武, 蒋丽忠, 等. 高速铁路桥梁及场地土交通振动分析[J]. 振动工程学报, 2012, 25 (5): 548-555. doi: 10.3969/j.issn.1004-4523.2012.05.010ZHU Zhi-hui, YU Zhi-wu, JIANG Li-zhong, et al. Analysis of bridge-ground vibrations induced by moving loads of highspeed train[J]. Journal of Vibration Engineering, 2012, 25 (5): 548-555. (in Chinese). doi: 10.3969/j.issn.1004-4523.2012.05.010 [5] 董国庆. 高速铁路高架桥的振动与场地隔振分析[D]. 长沙: 湖南大学, 2010.DONG Guo-qing. Analysis on vibration of high-speed railway viaducts and field vibration isolation[D]. Changsha: Hunan University, 2010. (in Chinese). [6] 李征徽. 高速铁路高架线路环境振动影响与分析[D]. 北京: 北京交通大学, 2011.LI Zheng-hui. Influence and analysis of environmental vibration induced by elevated high-speed railway[D]. Beijing: Beijing Jiaotong University, 2011. (in Chinese). [7] 陈松. 高架无砟轨道交通引起的环境振动研究[D]. 南昌: 华东交通大学, 2012.CHEN Song. Study on environmental vibration induced by elevated unballast tack[D]. Nanchang: East China Jiaotong University, 2012. (in Chinese). [8] KRYLOV V, FERGUSON C. Calculation of low-frequency ground vibrations from railway trains[J]. Applied Acoustics, 1994, 42 (3): 199-213. doi: 10.1016/0003-682X(94)90109-0 [9] KOUROUSSIS G, CONTI C, VERLINDEN O. Investigating the influence of soil properties on railway traffic vibration using a numerical model[J]. Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility, 2013, 51 (3): 421-442. doi: 10.1080/00423114.2012.734627 [10] CHEN Y J, CHANG S M, HAN C K. Evaluation of ground vibration induced by high-speed trains on embankments[J]. Noise Control Engineering Journal, 2010, 58 (1): 43-53. doi: 10.3397/1.3270510 [11] CHEN Y J, CHIU T J, CHEN K Y. Evaluation of ground vibration induced by high-speed trains on bridge structures[J]. Noise Control Engineering Journal, 2011, 59 (4): 372-382. doi: 10.3397/1.3597101 [12] 毕苏萍, 时刚, 高广运. 饱和地基上铁路交通引起的地面振动分析[J]. 郑州大学学报: 工学版, 2010, 31 (3): 73-76. doi: 10.3969/j.issn.1671-6833.2010.03.019BI Su-ping, SHI Gang, Gao Guang-yun. Ground vibration due to railway traffic on saturated half-space[J]. Journal of Zhengzhou University: Enginerring Science, 2010, 31 (3): 73-76. (in Chinese). doi: 10.3969/j.issn.1671-6833.2010.03.019 [13] 高广运, 赵宏, 张博, 等. 饱和分层地基上列车运行引起的地面振动分析[J]. 同济大学学报: 自然科学版, 2013, 41 (12): 1805-1811. https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ201312007.htmGAO Guang-yun, ZHAO Hong, ZHANG Bo, et al. Analysis of ground vibration induced by trains on saturated layered ground[J]. Journal of Tongji University: Natural Science, 2013, 41 (12): 1805-1811. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TJDZ201312007.htm [14] 贺玉龙, 向怡. 郑西高速铁路渭南北高架车站环境振动测试分析[J]. 噪声与振动控制, 2012, 32 (3): 152-154, 187. doi: 10.3969/j.issn.1006-1355.2012.03.035HE Yu-long, XIANG Yi. Test and analysis of environmental vibration of Weinan north elevated station of Zhengzhou-Xi'an High-Speed Railway[J]. Noise and Vibration Control, 2012, 32 (3): 152-154, 187. (in Chinese). doi: 10.3969/j.issn.1006-1355.2012.03.035 [15] 雷彬, 王毅. 关于城市快速轨道交通振动评价量的探讨[J]. 噪声与振动控制, 2007, 27 (2): 106-108. doi: 10.3969/j.issn.1006-1355.2007.02.030LEI Bin, WANG Yi. Investigation on the index of vibration estimation produced from the urban rail[J]. Noise and Vibration Control, 2007, 27 (2): 106-108. (in Chinese). doi: 10.3969/j.issn.1006-1355.2007.02.030 [16] 李志毅, 高广运, 冯世进, 等. 高速列车运行引起的地表振动分析[J]. 同济大学学报: 自然科学版, 2007, 35 (7): 909-914. doi: 10.3321/j.issn:0253-374X.2007.07.010LI Zhi-yi, GAO Guang-yun, FENG Shi-jin, et al. Analysis of ground vibration induced by high-speed train[J]. Journal of Tongji University: Natural Science, 2007, 35 (7): 909-914. (in Chinese). doi: 10.3321/j.issn:0253-374X.2007.07.010 [17] 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, 1827. doi: 10.3969/j.issn.1000-7598.2007.09.010GAO Guang-yun, LI Zhi-yi, FENG Shi-jin, 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, 1827. (in Chinese). doi: 10.3969/j.issn.1000-7598.2007.09.010 [18] 陈建国, 夏禾, 陈树礼, 等. 运行列车引起的周围地面振动规律研究[J]. 工程力学, 2010, 27 (1): 98-103. https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX201001020.htmCHEN Jian-guo, XIA He, CHEN Shu-li, et al. Investigation on running-train-induced ground vibrations near railway[J]. Engineering Mechanics, 2010, 27 (1): 98-103. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX201001020.htm [19] FUJIKAKE T A. A prediction method for the propagation of ground vibration from railway trains on level tracks with welded rails[J]. Journal of Sound and Vibration, 1989, 128 (3): 524-527. doi: 10.1016/0022-460X(89)90794-3 [20] 夏禾, 张楠, 曹艳梅. 列车对周围地面及建筑物振动影响的试验研究[J]. 铁道学报, 2004, 26 (4): 93-98. doi: 10.3321/j.issn:1001-8360.2004.04.020XIA He, ZHANG Nan, CAO Yan-mei. Experimental study of train-induced vibrations of ground and nearby buildings[J]. Journal of the China Railway Society, 2004, 26 (4): 93-98. (in Chinese). doi: 10.3321/j.issn:1001-8360.2004.04.020 [21] 张杨, 陈国兴, 毛昆明, 等. 轨道交通运行引起的场地振动实测研究现状[J]. 防灾减灾工程学报, 2011, 31 (2): 225-231. https://www.cnki.com.cn/Article/CJFDTOTAL-DZXK201102018.htmZHANG Yang, CHEN Guo-xing, MAO Kun-ming, et al. Status quo of research on measurement of ground vibration induced by rail transit[J]. Journal of Disaster Prevention and Mitigation Engineering, 2011, 31 (2): 225-231. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-DZXK201102018.htm [22] 李春峰, 白冰, 贺美德, 等. 轨道交通引起的环境振动及其影响规律[J]. 市政技术, 2006, 24 (4): 220-223, 233. doi: 10.3969/j.issn.1009-7767.2006.04.008LI Chun-feng, BAI bing, HE Mei-de, et al. The environmental vibration and influence regular of railway transit[J]. Municipal Engineering Technology, 2006, 24 (4): 220-223, 233. (in Chinese). doi: 10.3969/j.issn.1009-7767.2006.04.008 [23] 王福彤, 陶夏新, 崔高航, 等. 地面城轨交通近轨道区域自由地表振动实测研究[J]. 振动与冲击, 2011, 30 (5): 131-135. doi: 10.3969/j.issn.1000-3835.2011.05.027WANG Fu-tong, TAO Xia-xin, CUI Gao-hang, et al. Test in situ for free ground vibration near urban railway line[J]. Journal of Vibration and Shock, 2011, 30 (5): 131-135. (in Chinese). doi: 10.3969/j.issn.1000-3835.2011.05.027 [24] VERHAS H P. Prediction of the propagation of train-induced ground vibration[J]. Journal of Sound and Vibration, 1979, 66 (3): 371-376. doi: 10.1016/0022-460X(79)90854-X [25] 何俊. 成灌快铁环境振动特性分析及评价的研究[D]. 成都: 西南交通大学, 2013.HE Jun. Reseach on environmental vibration characteristics analysis and evaluation of Cheng-Guan High-Speed Railway[D]. Chengdu: Southwest Jiaotong University, 2013. (in Chinese). -
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