Please wait a minute...
浙江大学学报(工学版)
土木工程     
基于抗滑降噪性能的沥青路面表面构造评价指标
陈德, 韩森, 苏谦, 韩霄
1. 西南交通大学 土木学院,四川 成都 610031; 
2. 西南交通大学 高速铁路线路工程教育部重点实验室, 四川 成都 610031; 
3. 长安大学 公路学院,陕西 西安 710064;
4. 长安大学 特殊地区公路工程教育部重点实验室,陕西 西安 710064.
Evaluation indicator of surface texture of asphalt pavement based on skid-resistance and noise reduction performance
CHEN De, HAN Sen, SU Qian, HAN Xiao
1. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China; 
2. Key Laboratory of High-Speed Railway Engineering of Ministry of Education, Southwest Jiaotong University, Chengdu 710064, China;
3. Highway School, Chang’an University, Xi’an 710064, China; 
4. Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an University, Xi’an 710064, China 
 全文: PDF(6639 KB)   HTML
摘要:

为了揭示沥青混合料表面构造对路面抗滑降噪性能的影响机理,运用频谱分析法计算得到各级倍频程中心频率对应波长处的沥青混合料(HMA)表面构造水平;通过室内试验(二维表面构造测试法(2D-ITAM),动态旋转摩擦系数测试仪法(DFT)及室内轮胎加速下滚噪声测试法),分析表面构造水平及分布特性表征指标和沥青混合料表面摩擦系数及轮胎/路面噪声水平之间的相关关系.结果表明:表面构造特征波水平可以表征沥青混合料表面宏观构造和短波段大构造水平及分布特性;且与安装有ABS防抱死系统车辆在沥青混合料表面行驶时的抗滑性能之间有良好的相关性,与轮胎/路面噪声水平之间具有一定的相关性.

Abstract:
In order to reveal the influencing mechanism of hot mixed asphalt-mixture (HMA) surface texture on skid-resistance and noise reduction performance of asphalt pavement, spectral analysis method was used to obtain the level of HMA surface texture corresponding to each wavelength of central frequency in Octave. The relationship between indices of level and distribution of HMA surface texture and coefficient of friction, tire/pavement noise were analyzed by indoor experiments using two-dimension image texture analysis method (2D-ITAM), dynamic friction tester (DFT), and indoor tester of tire/pavement noise with an accelerated downrolling tire. Results show that the level of characteristic wavelength can represent the level and distribution of macro-texture and mega-texture in short wave band. There are very well correlations between the level of characteristic wavelength and the coefficient of friction of vehicles with ABS system, tire/pavement noise of asphalt pavement.
出版日期: 2017-05-01
CLC:  U 416  
基金资助:

国家自然科学基金资助项目(51578076,5178467,51408287);国家自科学基金青年基金资助项目(2682016CX009);中央高校基本科研业务费科技创新资助项目(2682016CX009);中央高校基本科研业务专项费“特殊地区公路工程教育部重点实验室”开放基金项目(310821171103).

通讯作者: 韩森,男,教授. ORCID:0000-0001-6529-5557.     E-mail: 513197568@qq.com
作者简介: 陈德(1989—),男,讲师,从事铁路路基及道路路面工程等研究. ORCID: 0000-0001-5047-2944. E-mail: chendelu435@163.com
服务  
把本文推荐给朋友
加入引用管理器
E-mail Alert
作者相关文章  

引用本文:

陈德, 韩森, 苏谦, 韩霄. 基于抗滑降噪性能的沥青路面表面构造评价指标[J]. 浙江大学学报(工学版), 10.3785/j.issn.1008-973X.2017.05.008.

CHEN De, HAN Sen, SU Qian, HAN Xiao. Evaluation indicator of surface texture of asphalt pavement based on skid-resistance and noise reduction performance. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 10.3785/j.issn.1008-973X.2017.05.008.

参考文献(References):
[1] 车勇. 轮胎噪声的预测方法与试验研究及优化设计[D]. 武汉: 武汉理工大学, 2010.
CHE Yong. Prediction method and experimental study on tire noise and optimization design for low-noise tire [D]. Wuhan: Wuhan University of Technology, 2010.
[2] SCHNEFELD R. Photo-interpretation of skid resistance in practice [J]. Transportation Research Record, 1974, 16(4): 123-125.
[3] KANDHAL P E. Asphalt pavements mitigate tire/pavement noise [J]. Hot Mix Asphalt Technology, 2004, 31(4): 22-31.
[4] 周富强,杨群,郭忠印,等.橡胶砂改性沥青混凝土力学与降噪性能研究[J].建筑材料学报,2007.8,10(4):418423.
ZHOU Fu-qiang, YANG Qun, GUO Zhong-yin, et al. Study on mechanical and noise reduction Performance of crumb rubber modified asphalt concrete [J]. Journal of Building Materials, 2007.8, 10(4): 418-423.
[5] 陈德.沥青混合料表面构造图像评价方法及抗滑降噪性能预测研究[D].长安大学,2015.
CHEN De. Study on two dimension image-based texture analysis method and prediction of skid-resistance & tire/pavement noise reduction of HMA [D]. Chang’an University, 2015.
[6] 蔡旭,王端宜,张吉庆,等.微表处混合料室内加速加载试验[J].浙江大学学报:工学版,2012.5, 46(5): 791-797.
CAI Xu, WANG Duan-yi, ZHANG Ji-qing, et al. Indoor accelerated loading test on micro-surfacing coating [J]. Journal of Zhejiang University :Engineering Science, 2012.5, 46(5): 791-797.
[7] MILLER T, SWIERTZ D, BAHIA H, et al. Characterization of asphalt pavement surface texture [J]. Transportation Research Record: Journal of the Transportation Research Board, 2012, 22(5): 19-26.
[8] LI S, NOURELDIN S, ZHU K. Characterization of microtexture on typical pavement surfaces: a pilot study [J]. Transportation Research Record, 2011, 23(3):11-1457.
[9] CHEN D,SEFIDMAZGI N R, BAHIA H. Exploring the feasibility of evaluating asphalt pavement surface macrotexture using imagebased texture analysis method [J]. Road Materials and Pavement Design, 2015, 16(2):405-420.
[10] ISO 13473-4. Characterization of pavement texture by use of surface profiles-Part 4: Spectral analysis of texture profiles [S]. Geneva, Switzerland: International Organization for Standardization, 2008.
[11] ISO 13473-2. Characterization of pavement texture by use of surface profiles-Part 2: Terminology and basic requirements related to pavement texture profile analysis [S]. Geneva, Switzerland: International Organization for Standardization, 1992.
[12] E 1911-98. Standard test method for measuring paved surface frictional properties using the dynamic friction tester [S]. West Conshohocken, USA: ASTM, 2002.
[13] JTG E60-2008. 公路路基路面现场测试规程[S]. 北京: 人民交通出版社, 2008.
JTG E60-2008. Standard Practice for field testing of highway subgrade and pavement [S]. Beijing: China Communications Press, 2008.
[14] SANDBERG U, DESCORNET G. Road surface influence on tire/road noise [R]. Miami: Inter-noise & Noise-con Congress & Conference, 1980.
[15] HENRY J J. NCHRP synthesis of highway practice No. 291: evaluation of pavement friction characteristics [R]. Washington, D C: National Research Council, 2000.
[1] 战友,李强,马啸天,王郴平,邱延峻. 基于宏微观纹理特征融合的路面摩擦性能预测[J]. 浙江大学学报(工学版), 2021, 55(4): 684-694.
[2] 张雅婷,JefferyRoesler. 基于大比尺模型试验的连续配筋混凝土路面开裂研究[J]. 浙江大学学报(工学版), 2020, 54(6): 1194-1201.
[3] 黄志义, 武斌, 康诚, 朱凯, 吴珂. 复合氢氧化物改性沥青阻燃和路用性能[J]. 浙江大学学报(工学版), 2016, 50(1): 27-32.
[4] 黄志义, 胡晓宇, 王金昌, 章俊屾. 高黏沥青中高温感温性评价方法的适用性[J]. 浙江大学学报(工学版), 2015, 49(8): 1448-1454.
[5] 朱凯,黄志义,吴珂,武斌,张欣,张驰. 消石灰对沥青阻燃性能的影响[J]. 浙江大学学报(工学版), 2015, 49(5): 963-968.
[6] 葛倩如,黄志义,王金昌,张晨旭. BFRP连续配筋复合式路面配筋设计[J]. 浙江大学学报(工学版), 2015, 49(1): 186-192.
[7] 林骋, 王金昌, 胡蓉. 考虑水稳碎石性能劣化的沥青路面变形[J]. 浙江大学学报(工学版), 2014, 48(12): 2238-2245.
[8] 葛倩如,黄志义,王金昌,张晨旭. BFRP连续配筋复合式路面配筋设计[J]. 浙江大学学报(工学版), 2014, 48(8): 1-7.
[9] 白桃, 黄晓明, 李昶. 考虑土体参数空间变异性的边坡稳定性研究[J]. J4, 2013, 47(12): 2221-2226.
[10] 颜可珍, 周志雄. 基于非线性模糊法的水泥路面性能评价[J]. J4, 2013, 47(8): 1379-1383.
[11] 彭勇,徐小剑. 集料分布对沥青混合料劈裂强度影响数值分析[J]. J4, 2013, 47(7): 1186-1191.
[12] 张坤, 李东庆, 李建宇, 童刚强. 青藏高等级公路通风管试验路基降温效果[J]. J4, 2010, 44(10): 1845-1850.