[1]陈德,韩森,苏谦,等.沥青混合料表面构造水平及分布特性预测模型[J].东南大学学报(自然科学版),2017,47(3):599-606.[doi:10.3969/j.issn.1001-0505.2017.03.030]
 Chen De,Han Sen,Su Qian,et al.Prediction model of level and distribution of HMA surface texture[J].Journal of Southeast University (Natural Science Edition),2017,47(3):599-606.[doi:10.3969/j.issn.1001-0505.2017.03.030]
点击复制

沥青混合料表面构造水平及分布特性预测模型()
分享到:

《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
47
期数:
2017年第3期
页码:
599-606
栏目:
交通运输工程
出版日期:
2017-05-20

文章信息/Info

Title:
Prediction model of level and distribution of HMA surface texture
作者:
陈德124韩森34苏谦12漆祥3
1西南交通大学土木工程学院, 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, 成都 610031; 3长安大学公路学院, 西安 710064; 4长安大学特殊地区公路工程教育部重点实验室, 西安 710064
Author(s):
Chen De124 Han Sen34 Su Qian12 Qi Xiang3
1School of Civil Engineering, Southwest Jiaotong University, Chengdu 710064, China
2Key Laboratory of High-Speed Railway Engineering of Ministry of Education, Southwest Jiaotong University, Chengdu 710064, China
3Highway School, Chang’an University, Xi’an 710064, China
4Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an University, Xi’an 710064, China
关键词:
道路工程 沥青混合料 表面构造 图像处理 预测模型
Keywords:
highway engineering hot mixed asphalt(HMA)mixture surface texture image analysis prediction model
分类号:
U418.1
DOI:
10.3969/j.issn.1001-0505.2017.03.030
摘要:
为了在设计阶段评价和预测沥青混合料表面构造水平及其分布特性,运用提出的沥青混合料表面构造水平及分布特性二维图像测试方法,测试了具有不同设计参数的沥青混合料不同波长处的表面构造水平.研究了设计参数对沥青混合料表面构造水平的影响规律, 结果表明, 随着空隙率、集料粒径的增大,沥青混合料表面构造特征波水平值增大;而随着沥青饱和度、集料级配分形维数,及截面上单位面积内集料方向角正弦值、集料规则度、集料间接触长度的增加,沥青混合料表面构造特征波水平值降低.在此基础上,建立了基于设计参数的沥青混合料表面构造水平及分布特性预测模型,并通过试验检验了该预测模型的准确性,结果表明该模型可准确预测沥青混合料表面构造水平及其分布特性.
Abstract:
To evaluate and predict the level and distribution of hot mixed asphalt(HMA)surface texture at design stage, the level of the surface texture at different wavelengths of HMA with different design parameters is tested by using the proposed 2D image texture analysis method(ITAM). The influence law of design parameters to the HMA surface texture is studied. The results show that the level of characteristic wavelength of surface texture is improved as the air voids, aggregate size increase. However, it decreases with the increased voids filled with asphalt, fractal dimension of aggregate gradation, and sine of aggregate direction angle, regularity of aggregate, contacting length of aggregate in unit area of mixture section. On this basis, a prediction model of the level and distribution of HMA surface texture based on the design parameters is established. Experiments are designed to test the accuracy of the prediction model, and the results indicate that the model is a powerful and robust tool in predicting the level and distribution of HMA surface texture.

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: 武汉理工大学机电工程学院, 2010.
[2] 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, 10(4): 418-423. DOI: 10.3969/j.issn.1007-9629.2007.04.008.
Zhou Fuqiang, Yang Qun, Guo Zhongyin, et al. Study on mechanical and noise reduction performance of crumb rubber modified asphalt concrete [J]. Journal of Building Materials, 2007, 10(4): 418-423. DOI:10.3969/j.issn.1007-9629.2007.04.008. (in Chinese)
[3] 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]. 西安:长安大学公路学院,2015.
[4] International Organization for Standardization. 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, 2002.
[5] Chen D, Roohi Sefidmazgi N, 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. DOI:10.1080/14680629.2015.1016547.
[6] Losa M, Leandri P, Bacci R. Empirical rolling noise prediction models based on pavement surface characteristics [J]. Road Materials and Pavement Design, 2010, 11(1): 487-506. DOI:10.1080/14680629.2010.9690343.
[7] International Organization for Standardization. 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.
[8] Coenen A. Image analysis of aggregate structure parameters as performance indicators of rutting resistance [D]. Madison, USA: University of Wisconsin-Madison, 2011.
[9] Weibull W. A statistical distribution function of wide applicability [J]. Journal of Applied Mechanics, 1951, 18: 293-297.
[10] Mandelbrot B B. The fractal geometry of nature [M]. New York, USA: Freeman Press, 1982:55-92.
[11] Wang L B. Mechanics of asphalt: Microstructure and micromechanics [M].New York, USA: Mc Graw-Hill professional, 2011.
[12] Sefidmazgi N R. Hot mix asphalt design to optimize construction and rutting performance properties [D]. Madison,USA: University of Wisconsin-Madison, 2013.
[13] Marquardt D W. An algorithm for least-squares estimation of nonlinear inequalities [J]. Journal of the Society for Industrial and Applied Mathematics, 1963, 11(2): 431-441. DOI:10.1137/0111030.
[14] 丛卓红, 王莎,郑南翔,等. 抗滑降噪型隧道沥青混合料设计[J]. 中国公路学报,2012, 25(4): 36-42.
  Cong Zhuohong, Wang Sha, Zheng Nanxiang, et al. Asphalt mixture design with anti-skidding and low noise performance in tunnel pavement [J]. China Journal of Highway and Transport, 2012, 25(4): 36-42.(in Chinese)
[15] Rajaei M, Sefidmazgi N, Bahia H. Establishment of relationship between pavement surface friction and mixture design properties [J]. Transportation Research Record: Journal of the Transportation Research Board, 2014, 2457: 114-120. DOI:10.3141/2457-12.

相似文献/References:

[1]魏建军,邢姣秀,付智.行车荷载引起桥梁振动对修复混凝土性能影响[J].东南大学学报(自然科学版),2010,40(5):1057.[doi:10.3969/j.issn.1001-0505.2010.05.033]
 Wei Jianjun,Xing Jiaoxiu,Fu Zhi.Effect of traffic load induced bridge vibrations on concrete tensile properties[J].Journal of Southeast University (Natural Science Edition),2010,40(3):1057.[doi:10.3969/j.issn.1001-0505.2010.05.033]
[2]倪富健,成晟,顾兴宇,等.路面结构的动态谱元分析[J].东南大学学报(自然科学版),2010,40(3):575.[doi:10.3969/j.issn.1001-0505.2010.03.027]
 Ni Fujian,Cheng Sheng,Gu Xingyu,et al.Spectral element analysis of dynamic pavement structure response[J].Journal of Southeast University (Natural Science Edition),2010,40(3):575.[doi:10.3969/j.issn.1001-0505.2010.03.027]
[3]马涛,张道义,黄晓明.SBS改性沥青抽提回收影响因素及改进方案[J].东南大学学报(自然科学版),2008,38(5):811.[doi:10.3969/j.issn.1001-0505.2008.05.014]
 Ma Tao,Zhang Daoyi,Huang Xiaoming.Influential factors and improvement of extraction and recovery of SBS modified asphalt[J].Journal of Southeast University (Natural Science Edition),2008,38(3):811.[doi:10.3969/j.issn.1001-0505.2008.05.014]
[4]黄宝涛,廖公云,张静芳.半刚性基层沥青路面层间接触临界状态值的计算方法[J].东南大学学报(自然科学版),2007,37(4):666.[doi:10.3969/j.issn.1001-0505.2007.04.024]
 Huang Baotao,Liao Gongyun,Zhang Jingfang.Analytical method of interlayer contact fettle in semi-rigid-base bituminous pavement[J].Journal of Southeast University (Natural Science Edition),2007,37(3):666.[doi:10.3969/j.issn.1001-0505.2007.04.024]
[5]孙志林,黄晓明.沥青路面线性疲劳损伤特性及形变规律[J].东南大学学报(自然科学版),2012,42(3):521.[doi:10.3969/j.issn.1001-0505.2012.03.025]
 Sun Zhilin,Huang Xiaoming.Linear fatigue damage characteristics and deformation law of asphalt pavement[J].Journal of Southeast University (Natural Science Edition),2012,42(3):521.[doi:10.3969/j.issn.1001-0505.2012.03.025]
[6]王艳,倪富健,李再新.水泥稳定碎石基层温缩性能试验及预估控制[J].东南大学学报(自然科学版),2008,38(2):260.[doi:10.3969/j.issn.1001-0505.2008.02.015]
 Wang Yan,Ni Fujian,Li Zaixin.Test and estimate control on temperature shrinkage performance of cement-treated macadam[J].Journal of Southeast University (Natural Science Edition),2008,38(3):260.[doi:10.3969/j.issn.1001-0505.2008.02.015]
[7]黄卫,张晓春,胡光伟.大跨径钢桥面铺装理论与设计的研究进展[J].东南大学学报(自然科学版),2002,32(3):480.[doi:10.3969/j.issn.1001-0505.2002.03.035]
 Huang Wei,Zhang Xiaochun,Hu Guangwei.New advance of theory and design on pavement for long-span steel bridge[J].Journal of Southeast University (Natural Science Edition),2002,32(3):480.[doi:10.3969/j.issn.1001-0505.2002.03.035]
[8]倪富健,郭咏梅,刘斌,等.城市道路交叉口沥青混合料路用性能试验研究[J].东南大学学报(自然科学版),2003,33(6):777.[doi:10.3969/j.issn.1001-0505.2003.06.023]
 Ni Fujian,Guo Yongmei,Liu Bin,et al.Experimental study on pavement performance of asphalt mixtures at urban road intersections[J].Journal of Southeast University (Natural Science Edition),2003,33(3):777.[doi:10.3969/j.issn.1001-0505.2003.06.023]
[9]李志栋,黄晓明,岳学军.半刚性基层沥青路面非连续结构强迫振动声效[J].东南大学学报(自然科学版),2011,41(6):1277.[doi:10.3969/j.issn.1001-0505.2011.06.028]
 Li Zhidong,Huang Xiaoming,Yue Xuejun.Sound analysis of forced vibration feature of discontinuous structure in semi-rigid base asphalt pavement[J].Journal of Southeast University (Natural Science Edition),2011,41(3):1277.[doi:10.3969/j.issn.1001-0505.2011.06.028]
[10]陈俊,黄晓明.路面加铺后旧沥青混合料的疲劳性能[J].东南大学学报(自然科学版),2008,38(3):516.[doi:10.3969/j.issn.1001-0505.2008.03.030]
 Chen Jun,Huang Xiaoming.Fatigue performance of old pavement asphalt mixtures after overlay[J].Journal of Southeast University (Natural Science Edition),2008,38(3):516.[doi:10.3969/j.issn.1001-0505.2008.03.030]
[11]陈俊,黄晓明.采用离散元方法评价集料的骨架结构[J].东南大学学报(自然科学版),2012,42(4):761.[doi:10.3969/j.issn.1001-0505.2012.04.035]
 Chen Jun,Huang Xiaoming.Evaluation of aggregate skeleton structure using the discrete element method[J].Journal of Southeast University (Natural Science Edition),2012,42(3):761.[doi:10.3969/j.issn.1001-0505.2012.04.035]
[12]孙璐,辛宪涛,任皎龙.纳米改性沥青混合料路用性能[J].东南大学学报(自然科学版),2013,43(4):873.[doi:10.3969/j.issn.1001-0505.2013.04.037]
 Sun Lu,Xin Xiantao,Ren Jiaolong.Pavement performance of nanomaterial modified asphalt mixture[J].Journal of Southeast University (Natural Science Edition),2013,43(3):873.[doi:10.3969/j.issn.1001-0505.2013.04.037]
[13]李强,倪富健.沥青混合料抗车辙性能试验对比分析[J].东南大学学报(自然科学版),2014,44(6):1266.[doi:10.3969/j.issn.1001-0505.2014.06.030]
 Li Qiang,Ni Fujian.Comparison of anti-rutting performance tests for asphalt mixtures[J].Journal of Southeast University (Natural Science Edition),2014,44(3):1266.[doi:10.3969/j.issn.1001-0505.2014.06.030]
[14]杨军,王昊鹏,廖辉.沥青混合料疲劳自愈性能关键影响因素[J].东南大学学报(自然科学版),2016,46(1):196.[doi:10.3969/j.issn.1001-0505.2016.01.032]
 Yang Jun,Wang Haopeng,Liao Hui.Key influential factors of fatigue and self-healing properties of asphalt mixture[J].Journal of Southeast University (Natural Science Edition),2016,46(3):196.[doi:10.3969/j.issn.1001-0505.2016.01.032]
[15]高俊启,魏路楠,鲁洪强.基于FBG的沥青混合料车辙横向应变分析[J].东南大学学报(自然科学版),2018,48(5):927.[doi:10.3969/j.issn.1001-0505.2018.05.021]
 Gao Junqi,Wei Lunan,Lu Hongqiang.Analysis on lateral strain of asphalt mixture rutting based on FBG[J].Journal of Southeast University (Natural Science Edition),2018,48(3):927.[doi:10.3969/j.issn.1001-0505.2018.05.021]

备注/Memo

备注/Memo:
收稿日期: 2016-09-01.
作者简介: 陈德(1989—),男,博士,讲师, chendelu435@163.com.
基金项目: 国家自然科学基金面上资助项目(51578076,5178467)、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”开放基金资助项目(310821171103).
引用本文: 陈德,韩森,苏谦,等.沥青混合料表面构造水平及分布特性预测模型[J].东南大学学报(自然科学版),2017,47(3):599-606. DOI:10.3969/j.issn.1001-0505.2017.03.030.
更新日期/Last Update: 2017-05-20