[1]丁世海,战友,阳恩慧,等.基于高精度激光断面高程的沥青路面MTD测量[J].东南大学学报(自然科学版),2020,50(1):137-142.[doi:10.3969/j.issn.1001-0505.2020.01.018]
 Ding Shihai,Zhan You,Yang Enhui,et al.MTD measurement of asphalt pavement based on high precision laser section elevation[J].Journal of Southeast University (Natural Science Edition),2020,50(1):137-142.[doi:10.3969/j.issn.1001-0505.2020.01.018]
点击复制

基于高精度激光断面高程的沥青路面MTD测量()
分享到:

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

卷:
50
期数:
2020年第1期
页码:
137-142
栏目:
交通运输工程
出版日期:
2020-01-13

文章信息/Info

Title:
MTD measurement of asphalt pavement based on high precision laser section elevation
作者:
丁世海12战友12阳恩慧12王郴平13
1西南交通大学土木工程学院, 成都 610031; 2西南交通大学道路工程四川省重点实验室, 成都 610031; 3School of Civil and Environmental Engineering, Oklahoma State University, Stillwater 74078, USA
Author(s):
Ding Shihai12 Zhan You12 Yang Enhui12 Wang Chenping13
1School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
2Highway Engineering Key Laboratory of Sichuan Province, Southwest Jiaotong University, Chengdu 610031, China
3School of Civil and Environmental Engineering, Oklahoma State University, Stillwater 74078, USA
关键词:
沥青路面 数字图像处理 平均曲率流光顺算法 三维激光技术 蒙特卡洛期望法
Keywords:
asphalt pavement digital image processing average curvature smoothing algorithm three-dimensional laser technology Monte Carlo expectation method
分类号:
U416.2
DOI:
10.3969/j.issn.1001-0505.2020.01.018
摘要:
为实现沥青路面构造深度非接触式自动测量,借助三维激光技术提出了一种基于断面高程的沥青路面构造深度测量方法.采用高精度三维激光扫描仪,采集不同级配沥青路面纹理高程数据,通过数字图像处理技术和平均曲率流光顺算法,提取并处理路面断面高程轮廓.结合蒙特卡洛期望法估算断面构造深度,实现平均构造深度测量,利用铺砂法进行对比验证,并与摆式摩擦仪测量结果进行相关性分析.试验结果表明,针对不同级配沥青路面,采用所提方法与铺砂法测量的MTD值的相对误差均小于等于6.63%,与抗滑值的相关系数高达0.97.
Abstract:
To realize the non-contact automatic measurement of the depth of the asphalt pavement structure, the depth measurement method of asphalt pavement based on the section elevation was proposed by three-dimensional(3D)laser technology. The high-precision 3D laser scanner was used to collect the elevation data of different graded asphalt pavement textures. The digital image processing technology and the average curvature flow smoothing algorithm were used to extract and process the elevation profile of the pavement section. The Monte Carlo prediction method was used to estimate the depth of the section structure and realize the average structural depth measurement. The sand paving method was used for comparative verification and the correlation analysis with the measurement results of pendulum friction instrument. The experimental results show that as for different grades of asphalt pavement, the relative errors of the mean texture depth(MTD)measured by the proposed method and the sanding method are no higher than 6.63%, and the correlation coefficient with the anti-slip value is as high as 0.97.

参考文献/References:

[1] Kogbara R B,Masad E A,Kassem E,et al. A state-of-the-art review of parameters influencing measurement and modeling of skid resistance of asphalt pavements[J]. Construction and Building Materials,2016,114: 602-617. DOI:10.1016/j.conbuildmat.2016.04.002.
[2] 交通运输部公路科学研究院. 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.
[3] 交通运输部公路科学研究院. JTG F80/1—2012 公路工程质量检验评定标准[S]. 北京:人民交通出版社,2012.
[4] Wang K C P. Elements of automated survey of pavements and a 3D methodology[J].Journal of Modern Transportation,2011,19(1): 51-57. DOI:10.1007/bf03325740.
[5] Tsai Y C J,Li F. Critical assessment of detecting asphalt pavement cracks under different lighting and low intensity contrast conditions using emerging 3D laser technology[J].Journal of Transportation Engineering,2012,138(5): 649-656. DOI:10.1061/(asce)te.1943-5436.0000353.
[6] Yang G W,Li Q J,Zhan Y,et al. Convolutional neural network-based friction model using pavement texture data[J].Journal of Computing in Civil Engineering,2018,32(6): 04018052. DOI:10.1061/(asce)cp.1943-5487.0000797.
[7] 周兴林,蒋难得,肖旺新,等. 基于激光视觉的沥青路面构造深度测量方法[J]. 中国公路学报,2014,27(3): 11-16. DOI:10.19721/j.cnki.1001-7372.2014.03.002.
Zhou X L,Jiang N D,Xiao W X,et al. Measurement method for mean texture depth of asphalt pavement based on laser vision[J]. China Journal of Highway and Transport,2014,27(3): 11-16. DOI:10.19721/j.cnki.1001-7372.2014.03.002. (in Chinese)
[8] 冯兴乐,张海鸥,李伟,等. 基于静动态抗滑特性的沥青路面MTD测量算法[J/OL]. 西南交通大学学报,2018. http://www.doc88.com/p2778402625252.html.
  Feng X L,Zhang H O,Li W,et al. MTD measured method of asphalt pavement based on static and dynamic anti-sliding characteristics[J/OL]. Journal of Southwest Jiaotong University,2018. http://www.doc88.com/p2778402625252.html.(in Chinese)
[9] 窦光武. 非接触式路面构造深度量值溯源技术[J]. 长安大学学报(自然科学版),2014,34(6): 70-78. DOI:10.19721/j.cnki.1671-8879.2014.06.011.
Dou G W. Contactless metrological traceability technology of pavement texture depth[J]. Journal of Chang’an University(Natural Science Edition),2014,34(6): 70-78. DOI:10.19721/j.cnki.1671-8879.2014.06.011. (in Chinese)
[10] Cui X Z,Zhou X L,Lou J J,et al. Measurement method of asphalt pavement mean texture depth based on multi-line laser and binocular vision[J]. International Journal of Pavement Engineering,2017,18(5): 459-471. DOI:10.1080/10298436.2015.1095898.
[11] Hong F,Huang Y. Measurement and characterization of asphalt pavement surface macrotexture using three dimensional laser scanning technology[J]. Journal of Testing and Evaluation,2014,42(4): 20130147. DOI:10.1520/jte20130147.
[12] Gendy A E,Shalaby A. Mean profile depth of pavement surface macrotexture using photometric stereo techniques[J]. Journal of Transportation Engineering,2007,133(7): 433-440. DOI:10.1061/(asce)0733-947x(2007)133:7(433).
[13] 代先星,阳恩慧,Wang K C,等. 铁路扣件缺陷自动检测研究进展[J]. 铁道科学与工程学报,2017,14(11): 2452-2459. DOI:10.3969/j.issn.1672-7029.2017.11.024.
Dai X X,Yang E H,Wang K C,et al. Technology progress of automatic railway fastener inspection[J]. Journal of Railway Science and Engineering,2017,14(11): 2452-2459. DOI:10.3969/j.issn.1672-7029.2017.11.024. (in Chinese)
[14] Desbrun M,Meyer M,Schröder P,et al. Implicit fairing of irregular meshes using diffusion and curvature flow[C]//Proceedings of the 26th Annual Conference on Computer Graphics and Interactive Techniques. New York,USA: ACM Press,1999:317-324. DOI:10.1145/311535.311576.
[15] 陈鹏. 基于(图像)三维数据的沥青路面构造深度算法研究[D]. 西安: 长安大学,2014.
  Chen P. Research on texture depth algorithm of asphalt pavement based on image 3D data[D]. Xi’an: Changan University,2014.(in Chinese)

相似文献/References:

[1]张璠,陈荣生,倪富健.排水性沥青路面混合料的渗透性能试验测试技术[J].东南大学学报(自然科学版),2010,40(6):1288.[doi:10.3969/j.issn.1001-0505.2010.06.030]
 Zhang Fan,Chen Rongsheng,Ni Fujian.Techniques of permeability testing for porous asphalt pavement mixture[J].Journal of Southeast University (Natural Science Edition),2010,40(1):1288.[doi:10.3969/j.issn.1001-0505.2010.06.030]
[2]李辉,黄晓明,张久鹏,等.基于连续变温的沥青路面车辙模拟分析[J].东南大学学报(自然科学版),2007,37(5):915.[doi:10.3969/j.issn.1001-0505.2007.05.035]
 Li Hui,Huang Xiaoming,Zhang Jiupeng,et al.Simulation analysis on rutting of asphalt pavements considering consecutive temperature variation[J].Journal of Southeast University (Natural Science Edition),2007,37(1):915.[doi:10.3969/j.issn.1001-0505.2007.05.035]
[3]白顺科,汪凤泉.转速的图像测量方法[J].东南大学学报(自然科学版),1999,29(4):149.[doi:10.3969/j.issn.1001-0505.1999.04.032]
 Bai Shunke,Wang Fengquan.Measurement of Angular Velocity by Time-Average Imaging[J].Journal of Southeast University (Natural Science Edition),1999,29(1):149.[doi:10.3969/j.issn.1001-0505.1999.04.032]
[4]钟勇强,黄晓明,廖公云,等.融沉变形对柔性路面应力应变影响试验研究[J].东南大学学报(自然科学版),2011,41(1):181.[doi:10.3969/j.issn.1001-0505.2011.01.035]
 Zhong Yongqiang,Huang Xiaoming,Liao Gongyun,et al.Influence of thawing settlement deformation on stress and strain in flexible pavement[J].Journal of Southeast University (Natural Science Edition),2011,41(1):181.[doi:10.3969/j.issn.1001-0505.2011.01.035]
[5]董元帅,唐伯明,刘清泉,等.基于弯沉盆参数的沥青路面动态弯沉综合修正系数[J].东南大学学报(自然科学版),2011,41(5):1081.[doi:10.3969/j.issn.1001-0505.2011.05.035]
 Dong Yuanshuai,Tang Boming,Liu Qingquan,et al.Dynamic synthetic deflection correction factor of asphalt pavement based on deflection basin parameters[J].Journal of Southeast University (Natural Science Edition),2011,41(1):1081.[doi:10.3969/j.issn.1001-0505.2011.05.035]
[6]李汉光,高英,余文斌.沥青混合料压实特性及沥青路面碾压遍数确定[J].东南大学学报(自然科学版),2011,41(1):186.[doi:10.3969/j.issn.1001-0505.2011.01.036]
 Li Hanguang,Gao Ying,Yu Wenbin.Compaction characteristics of hot mixed asphalt and number of roller passes[J].Journal of Southeast University (Natural Science Edition),2011,41(1):186.[doi:10.3969/j.issn.1001-0505.2011.01.036]
[7]汪海年,郝培文,肖庆一,等.粗集料棱角性的图像评价方法[J].东南大学学报(自然科学版),2008,38(4):637.[doi:10.3969/j.issn.1001-0505.2008.04.018]
 Wang Hainian,Hao Peiwen,Xiao Qingyi,et al.Digital image evaluation method for angularity of coarse aggregates[J].Journal of Southeast University (Natural Science Edition),2008,38(1):637.[doi:10.3969/j.issn.1001-0505.2008.04.018]
[8]张中琼,吴青柏,刘永智,等.青藏高原公路路面结构水热差异变化分析[J].东南大学学报(自然科学版),2015,45(5):975.[doi:10.3969/j.issn.1001-0505.2015.05.027]
 Zhang Zhongqiong,Wu Qingbai,Liu Yongzhi,et al.Analysis on hydrothermal difference changes of highway pavement structure on the Qinghai-Tibet Plateau[J].Journal of Southeast University (Natural Science Edition),2015,45(1):975.[doi:10.3969/j.issn.1001-0505.2015.05.027]
[9]武书华,陈华鑫,张久鹏,等.半刚性基层沥青路面层间界面力学特性与黏结状态的试验研究[J].东南大学学报(自然科学版),2016,46(2):406.[doi:10.3969/j.issn.1001-0505.2016.02.028]
 Wu Shuhua,Chen Huaxin,Zhang Jiupeng,et al.Experimental study on mechanical properties and bond condition at interlayer between asphalt surface and semi-rigid base[J].Journal of Southeast University (Natural Science Edition),2016,46(1):406.[doi:10.3969/j.issn.1001-0505.2016.02.028]
[10]李凌林,黄晓明,朱大勇,等.广义Kelvin模型在沥青路面中的应用[J].东南大学学报(自然科学版),2016,46(2):413.[doi:10.3969/j.issn.1001-0505.2016.02.029]
 Li Linglin,Huang Xiaoming,Zhu Dayong,et al.Application of generalized Kelvin model in asphalt pavement[J].Journal of Southeast University (Natural Science Edition),2016,46(1):413.[doi:10.3969/j.issn.1001-0505.2016.02.029]

备注/Memo

备注/Memo:
收稿日期: 2019-07-17.
作者简介: 丁世海(1991—),男,博士生;战友(联系人),男,博士,助理研究员,zhanyou@swjtu.edu.cn.
基金项目: 国家自然科学基金资助项目(U1534203,51478398).
引用本文: 丁世海,战友,阳恩慧,等.基于高精度激光断面高程的沥青路面MTD测量[J].东南大学学报(自然科学版),2020,50(1):137-142. DOI:10.3969/j.issn.1001-0505.2020.01.018.
更新日期/Last Update: 2020-01-20