LI Bo, ZHANG Zheng-wei, KANG Hong-wei, LI Liang-ying, WANG Feng. Noise characteristics of cement concrete pavement in tunnel based on on-board sound intensity method[J]. Journal of Traffic and Transportation Engineering, 2016, 16(1): 8-15. doi: 10.19818/j.cnki.1671-1637.2016.01.002
Citation: LI Bo, ZHANG Zheng-wei, KANG Hong-wei, LI Liang-ying, WANG Feng. Noise characteristics of cement concrete pavement in tunnel based on on-board sound intensity method[J]. Journal of Traffic and Transportation Engineering, 2016, 16(1): 8-15. doi: 10.19818/j.cnki.1671-1637.2016.01.002

Noise characteristics of cement concrete pavement in tunnel based on on-board sound intensity method

doi: 10.19818/j.cnki.1671-1637.2016.01.002
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  • Author Bio:

    LIBo (1981-), male, associate professor, PhD, +86-931-4938532, libolzjtu@hotmail.com

  • Received Date: 2015-08-25
  • Publish Date: 2016-02-25
  • The noises of expressway concrete pavements and asphalt pavements were tested by the on-board sound intensity(OBSI)method.The test samples were conducted by using statistics products and service solution software(SPSS).In tunnel, A-weighted sound levels and 1/3 octave bands of noise characteristics were studied for concrete pavements with different skidding resistance textures i.e.transverse grooves, longitudinal grooves, combined transverse-longitudinal grooves, and exposed aggregate cement concrete pavement(EACCP).The noise characteristics of asphaltconcrete(AC)pavement, stone matrix asphalt(SMA)pavement and ultra-thin friction course(Novachip)were estimated and compared with the noise characteristics of anti-slide pavements.Analysis result shows that A-weighted sound levels of concrete pavements with transverse grooves and combined grooves are 100-104 dB(A), the level of concrete pavement with longitudinal grooves is 99-102 dB(A), and the levels are 97-100 dB(A)for EACCP, AC pavement, SMA pavement and Novachip.The peak frequencies in 1/3 octave bands for all types of pavements are nearly 1 000 Hz.A-weighted sound level of the pavement with transverse grooves is larger 3-5 dB(A)than the levels of others pavements at the peak frequency.The result indicates that noise characteristics of concrete pavements in tunnel are induced by the pavement textures and can be improved by selecting reasonable pavement textures.

     

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