|Table of Contents|

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

《交通运输工程学报》[ISSN:1671-1637/CN:61-1369/U]

Issue:
2016年01期
Page:
8-15
Research Field:
道路与铁道工程
Publishing date:

Info

Title:
Noise characteristics of cement concrete pavement in tunnel based on on-board sound intensity method
Author(s):
LI Bo1; 2;  ZHANG Zheng-wei1; 2;  KANG Hong-wei1;  LI Liang-ying1;  WANG Feng3
1. Key Laboratory of Road and Bridge and Underground Engineering of Gansu Province, Lanzhou Jiaotong University, Lanzhou 730070, Gansu, China;
2. Key Laboratory of Highway Network Monitoring of Gansu Province, Gansu Hengda Road and Bridge Group Co., Ltd., Lanzhou 730070, Gansu, China;
3. Department of Civil and Environmental Engineering, Jackson State University, Jackson 39204, Mississippi, America
Keywords:
pavement engineering;  concrete pavement;  noise;  on-board sound intensity method;  A-weighted sound level;  1/3 octave band
PACS:
U416.216
DOI:
-
Abstract:
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 asphalt concrete(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. 2 tabs, 14 figs, 23 refs.

References:

[1] 《中国公路学报》编辑部.中国隧道工程学术研究综述·2015[J].中国公路学报,2015,28(5):1-65. Editorial Department of China Journal of Highway and Transport. Review on China's tunnel engineering research: 2015[J]. China Journal of Highway and Transport, 2015, 28(5): 1-65.(in Chinese)
[2] 曾 磊,王少飞,卢 辉.高速公路长大隧道防火减灾与应急管理[J].地下空间与工程学报,2012,8(增1):1584-1590,1625. ZENG Lei, WANG Shao-fei, LU Hui. Fire disaster reduction and emergency management of long highway tunnels [J]. Chinese Journal of Underground Space and Engineering, 2012, 8(S1): 1584-1590, 1625.(in Chinese)
[3] LI Bo, LIU Jian-xun, HAN Feng, et al. Preparation of flame retardant modified with titanate for asphalt binder[J]. Advances in Materials Science and Engineering, 2014, 2014: 1-8.
[4] 李 波,张正伟,韩 峰,等.公路混凝土路面噪声分区与限值标准[J].中国公路学报,2015,28(11):15-20,45. LI Bo, ZHANG Zheng-wei, HAN Feng, et al. Noise zoning and limit standard of concrete pavement [J]. China Journal of Highway and Transport, 2015, 28(11): 15-20, 45.(in Chinese)
[5] 关博文,李 硕,姜 艺,等.LOS声屏障降噪效果评价[J].交通运输工程学报,2015,15(4):26-33. GUAN Bo-wen, LI Shuo, JIANG Yi, et al. Noise reduction effect evaluation of LOS sound barriers[J]. Journal of Traffic and Transportation Engineering, 2015, 15(4): 26-33.(in Chinese)
[6] 张 锐,黄晓明,赵永利,等.隧道噪声的调查与分析[J].公路交通科技,2006,23(10):29-32,40. ZHANG Rui, HUANG Xiao-ming, ZHAO Yong-li, et al. Investigation and analysis of tunnel noise[J]. Journal of Highway and Transportation Research and Development, 2006, 23(10): 29-32, 40.(in Chinese)
[7] 张雪峰,魏庆朝,赵泽鹏,等.高速公路隧道内噪声声场分布特性[J].长安大学学报:自然科学版,2014,34(6):131-138. ZHANG Xue-feng, WEI Qing-chao, ZHAO Ze-peng, et al. FEM-based study on distribution characteristics of noise field in highway tunnel[J]. Journal of Chang'an University: Natural Science Edition, 2014, 34(6): 131-138.(in Chinese)
[8] 李 波,韩 森.水泥混凝土路面降噪的一些方法[J].噪声与振动控制,2008(3):127-130. LI Bo, HAN Sen. Some methods on concrete pavement noise reduction[J]. Noise and Vibration Control, 2008(3): 127-130.(in Chinese)
[9] RASMUSSEN R O, WIEGAND P D, FICK G J, et al. How to reduce tire-pavement noise: better practices for constructing and texturing concrete pavement surfaces[R]. Ames: National Concrete Pavement Technology Center, Iowa State University, 2012.
[10] 韩 森,董雨明,陈海峰,等.露石水泥混凝土路面降噪特性[J].交通运输工程学报,2005,5(2):32-34. HAN Sen, DONG Yu-ming, CHEN Hai-feng, et al. Noise reduction performance of exposed-aggregate cement concrete pavement[J]. Journal of Traffic and Transportation Engineering, 2005, 5(2): 32-34.(in Chinese)
[11] 刘亚敏,韩 森,陶志金,等.不同纹理混凝土路面的噪声特性[J].长安大学学报:自然科学版,2012,32(4):16-20. LIU Ya-min, HAN Sen, TAO Zhi-jin, et al. Noise evaluation of concrete pavement with different texture[J]. Journal of Chang'an University: Natural Science Edition, 2012, 32(4): 16-20.(in Chinese)
[12] 李 波,康宏伟,韩 森,等.基于轮胎加速下落法的水泥混凝土路面噪声特征[J].武汉理工大学学报,2013,35(7):59-62. LI Bo, KANG Hong-wei, HAN Sen, et al. Noise characteristics of concrete pavement based on the method of accelerating-falling tire[J]. Journal of Wuhan University of Technology, 2013, 35(7): 59-62.(in Chinese)
[13] 刘 英,田 波,牛开民.不同纹理水泥混凝土路面降噪与抗滑特性[J].公路交通科技,2012,29(1):28-33. LIU Ying, TIAN Bo, NIU Kai-min. Skid-resistance and denoising properties of cement concrete pavement with different surface texture[J]. Journal of Highway and Transportation Research and Development, 2012, 29(1): 28-33.(in Chinese)
[14] TIAN Bo, LIU Ying, NIU Kai-min, et al. Reduction of tire-pavement noise by porous concrete pavement [J]. Journal of Materials in Civil Engineering, 2014, 26(2): 233-239.
[15] 凌天清,王瑞燕,张 剑,等.陶砂砂浆与陶粒混凝土对降低隧道内行车噪声的影响[J].中国公路学报,2011,24(1):20-24,77. LING Tian-qing, WANG Rui-yan, ZHANG Jian, et al. Influence of ceramsite mortar and ceramic concrete on reducing traffic noise in tunnel[J]. China Journal of Highway and Transport, 2011, 24(1): 20-24, 77.(in Chinese)
[16] CACKLER E T, FERRAGUT T, HARRINGTON D S, et al. Evaluation of U.S. and European concrete pavement noise reduction methods[R]. Ames: National Concrete Pavement Technology Center, Iowa State University, 2006.
[17] 郭朝阳,沈国辉,王喜燕,等.基于CPXT法的橡胶沥青路面噪音频谱分析[J].中国公路学报,2012,25(4):22-28. GUO Zhao-yang, SHEN Guo-hui, WANG Xi-yan,et al. Analysis of asphalt-rubber pavement noise spectrum with close-proximity trailer method[J]. China Journal of Highway and Transport, 2012, 25(4): 22-28.(in Chinese)
[18] WANG G, SMITH G, SHORES R. Pavement noise investigation on North Carolina highways: an on-board sound intensity approach[J]. Canadian Journal of Civil Engineering, 2012, 39(8): 878-886.
[19] 吕镇锋,李 波,张正伟,等.刻槽混凝土路面表面纹理及其噪声的相关性统计分析[J].公路交通科技,2015,32(11):14-19,26. LU Zhen-feng, LI Bo, ZHANG Zheng-wei, et al. Statistical analysis of correlation between surface texture and noise for grooved concrete pavement[J]. Journal of Highway and Transportation Research and Development, 2015, 32(11): 14-19, 26.(in Chinese)
[20] BENNER T, HANSON D, MAHER A, et al. Influence of pavement surface type on tire/pavement generated noise[J]. Journal of Testing and Evaluation, 2005, 33(2): 94-100.
[21] LI Ming-liang, KEULEN W V, CEYLAN H, et al. Influence of road surface characteristics on tire-road noise for thin-layer surfacings[J]. Journal of Transportation Engineering, 2015, 141(11): 1-10.
[22] LODICO D M, DONAVAN P R. Using onboard sound intensity measurements to interpret result of traffic noise modeling[J]. Transportation Research Record, 2013(2362): 9-15.
[23] ONGEL A, HARVEY J. Pavement characteristics affecting the frequency content of tire/pavement noise[J]. Noise Control Engineering Journal, 2011, 58(6): 563-571.

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Last Update: 2016-02-20