Study on Vibration Isolation Effect of Open Trench on Environmental Vibration Induced by Train Operation

被引:1
|
作者
Yao J. [1 ]
Xia H. [1 ]
Hu J. [1 ]
机构
[1] School of Civil Engineering, Beijing Jiaotong University, Beijing
来源
| 2018年 / Chinese Academy of Railway Sciences卷 / 39期
关键词
Environmental vibration; Open trench; Rayleigh wave; Train operation; Vibration isolation;
D O I
10.3969/j.issn.1001-4632.2018.02.06
中图分类号
P315 [地震学];
学科分类号
摘要
On the basis of analyzing the reflection and transmission of Rayleigh wave at the corner of open trench bottom and the propagation of Rayleigh wave along the surface of open trenches, the relationship between the attenuation law of Rayleigh wave and the parameters of open trench was obtained. Then the calculation formula for the vibration response of soil at any point outside open trench was derived. The formula and simulation analysis were used to study the influence of open trench on the environmental vibration induced by train operation. Results show that the vibration isolation effect of open trench is more obvious with the increase of the depth of open trench. The vibration isolation effect of open trench on high frequency (11~40 Hz) vibration is more obvious than that of low frequency (1~10 Hz) vibration. The vibration isolation effect of open trench is related to the Rayleigh wavelength. When the depth of open trench is greater than the Rayleigh wavelength, the vibration isolation effect is better. The vibration isolation effect on the environmental vibration caused by the train is not obvious with the change of such parameters as the width of open trench and the distance from the open trench to vibration source. Calculated results basically agree well with numerical analysis results, and the correctness of the derived formula is verified. © 2018, Editorial Department of China Railway Science. All right reserved.
引用
收藏
页码:44 / 51
页数:7
相关论文
共 11 条
  • [1] Xia H., Cao Y., Problem of Railway Traffic Induced Vibrations of Environments, Journal of Railway Science and Engineering, 1, 1, pp. 44-51, (2004)
  • [2] Woods R.D., Screening of Surface Waves in Soils, Journal of the Soil Mechanics and Foundations Division, ASCE, 94, 4, pp. 951-979, (1968)
  • [3] Adam M., Estorff O.V., Reduction of Train-Induced Building Vibrations by Using Open and Filled Trenches, Computers and Structures, 83, 1, pp. 11-24, (2005)
  • [4] Hou D., Lei X., Luo X., The Numerical Analysis of Railway Vibration Reduction by Trenches, Journal of Railway Science and Engineering, 3, 2, pp. 48-52, (2006)
  • [5] Thompson D., Railway Noise and Vibration: Mechanisms, Modelling and Means of Control, pp. 399-435, (2009)
  • [6] Ba Z., Liang J., Jin W., Dynamic Responses of Layered Ground-Track Coupled System under the Moving Loads from High-Speed Train, China Civil Engineering Journal, 47, 11, pp. 108-119, (2014)
  • [7] Liang J., Ba Z., Exact Dynamic Stiffness Matrices of 3-D Layered Site and Its Green's Functions, Journal of Earthquake Engineering and Engineering Vibration, 27, 5, pp. 7-17, (2007)
  • [8] Yang T., Chen Y., Discussion about the Wavelength-Depth Conversion Coefficient in Rayleigh Wave Exploration, Investigation Science and Technology, 2, pp. 26-30, (2008)
  • [9] Yao J., Xia H., Chen J., Et al., Numerical Analysis on the High-Rise Building Vibrations Induced by Moving Trains, China Railway Science, 30, 2, pp. 71-76, (2009)
  • [10] Liu F., Liu J., Fang J., Et al., Numerical Analysis of the Vibration Isolation Effect of the Railway Vibration Isolating Cutting in Permafrost, China Railway Science, 24, 5, pp. 48-51, (2003)