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综合交通枢纽场地土体振动传递特性试验研究

易兵 高慰 李青良 李小珍 梁林

噪声与振动控制2019,Vol.39Issue(5):162-166,222,6.
噪声与振动控制2019,Vol.39Issue(5):162-166,222,6.DOI:10.3969/j.issn.1006-1355.2019.05.031

综合交通枢纽场地土体振动传递特性试验研究

Experimental Study on Soil Vibration Transmissibility of Integrated Transportation Hubs

易兵 1高慰 2李青良 3李小珍 2梁林2

作者信息

  • 1. 重庆城市综合交通枢纽开发投资有限公司,重庆 430000
  • 2. 西南交通大学 桥梁工程系,成都 610031
  • 3. 中铁二院重庆勘察设计研究院有限责任公司,重庆 430000
  • 折叠

摘要

Abstract

The propagation law of vibration wave in soil ground is studied. The Chongqing Shapingba integrated traffic hub is taken as the engineering background to carry out the field test. The attenuation law of the vibration wave in the soil ground is obtained, which provides the reference for selection of soil parameters for the finite element calculation. The main conclusions are as follows: (1) The vibration response of different soils under artificial excitation is slightly different. In general, the vibration frequency of soil is concentrated in the frequency range of 16 Hz - 250 Hz. (2) Under the artificial excitation, the soil vibration in the range of 5 m-10 m decays faster, and the acceleration attenuation is above 50%;in the range beyond 15 m, the vibration attenuation is slow, and the attenuation is very small. The attenuation law of vibration in different areas of the same soil is slightly different, but the general law is consistent. (3) Under the artificial excitation, the vertical vibration response of the soil is generally larger than the horizontal vibration response, and the horizontal vibration responses in different directions are different.

关键词

振动与波/土体振动/振动衰减/综合交通枢纽/现场试验

Key words

vibration and wave/soil vibration/vibration attenuation/integrated transportation hub/field test

分类

交通工程

引用本文复制引用

易兵,高慰,李青良,李小珍,梁林..综合交通枢纽场地土体振动传递特性试验研究[J].噪声与振动控制,2019,39(5):162-166,222,6.

基金项目

国家自然科学基金资助项目(51878565) (51878565)

重庆市应用开发计划重点资助项目(cstc2014yykfB30003) (cstc2014yykfB30003)

噪声与振动控制

OACSCDCSTPCD

1006-1355

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