交通运输工程

碎石封层三维视角的剥落程度量化方法

  • 张炎棣 ,
  • 惠冰 ,
  • 马子业 ,
  • 李元乐 ,
  • 汪海年
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  • 1.长安大学 公路学院,陕西 西安 710064
    2.民航机场智慧建造与维养重点实验室,陕西 西安 710075
张炎棣(1997—),男,博士生,主要从事沥青路面病害无损检测研究。E-mail: 506347241@qq.com
惠冰(1982—),男,博士,教授,主要从事机场与沥青道路病害自动化检测研究。E-mail: 82628532@qq.com

收稿日期: 2024-04-03

  网络出版日期: 2024-08-23

基金资助

国家重点研发计划项目(2021YFB2601000);国家自然科学基金项目(52078048)

Quantitative Method of Aggregate Spalling Degree of Chip Seal in Three Dimension

  • ZHANG Yandi ,
  • HUI Bing ,
  • MA Ziye ,
  • LI Yuanle ,
  • WANG Hainian
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  • 1.School of Highway,Chang’an University,Xi’an 710064,Shaanxi,China
    2.Key Laboratory of Intelligent Construction and Maintenance of CAAC,Xi’an 710075,Shaanxi,China
张炎棣(1997—),男,博士生,主要从事沥青路面病害无损检测研究。E-mail: 506347241@qq.com

Received date: 2024-04-03

  Online published: 2024-08-23

Supported by

the National Key R & D Program of China(2021YFB2601000);the National Natural Science Foundation of China(52078048)

摘要

为准确量化碎石封层集料剥落程度,克服传统脱石法和图像法因忽视碎石粒形与嵌固姿态导致对剥落程度模糊评价的问题,采用室内三维激光检测设备采集碎石封层剥落前后点云数据,引入大津法中最小类内方差概念求取高程分割阈值,进而提取空间剥落轮廓,实现剥落面积指标的计算并提供了激光法测算剥落面积的误差分布,复位了逐颗剥落集料,进而对比了每个剥落区域的脱石质量和剥落面积指标,最后采用集料图像测量系统AIMS-Ⅱ分析剥落集料的粒形特征。结果表明:统计了共计75个剥落面积样本的相对误差,均值为4.07%,表明激光法具有良好的检测精度;同时剥落面积计算标准差位于1.73~3.89,表明激光法具有良好的检测稳定性;对比了逐个剥落区域的剥落集料质量与剥落面积,随着剥落面积增大,剥落颗粒的质量具有随之增大的趋势,然而剥落面积与剥落颗粒质量并非同步增大,存在剥落面积增大但质量减小的现象;通过AIMS-Ⅱ对剥落颗粒的粒形分析表明片状集料更可能出现质量小但剥落面积大的情况,而针状集料更可能出现质量大但剥落面积小的情况。

本文引用格式

张炎棣 , 惠冰 , 马子业 , 李元乐 , 汪海年 . 碎石封层三维视角的剥落程度量化方法[J]. 华南理工大学学报(自然科学版), 2025 , 53(2) : 80 -91 . DOI: 10.12141/j.issn.1000-565X.240152

Abstract

In order to accurately quantify aggregate loss in chip seals and address the limitations of traditional methods that overlook the shape and orientation of chip seals, this study utilized indoor 3D laser scanning equipment to capture point cloud data of chip seals before and after stripping. By introducing the minimum intra-class variance, the elevation segmentation threshold was determined, allowing for the spatial stripping contours. This enables the calculation of stripping area indicators and provides the error distribution of the laser method for measu-ring stripping areas. Individual stripped aggregates were reassembled, and the stripping mass and stripping area indicators for each stripped region were compared. Additionally, the AIMS-Ⅱ system was employed to examine the shape characteristics of the spalling aggregates. The results demonstrated the mean relative error for 75 stripping area samples was 4.07%, indicating high detection accuracy. The standard deviation of the spalling area calculation ranged from 1.73 to 3.89, confirming the good detection stability. A comparison of the mass loss and spalling area of each spalling region revealed a general trend of increasing mass loss with increasing spalling area; however, discrepancies were observed where increased spalling area corresponded to decreased mass loss. Shape analysis using AIMS-II indicated that flaky aggregates tend to have large spalling areas but small masses, whereas needle-like aggregates typically have large mass loss but small spalling areas.

参考文献

1 于华洋,马涛,王大为,等 .中国路面工程学术研究综述·2020[J].中国公路学报202033(10):1-66.
  YU Huayang, MA Tao, WANG Dawei,et al .Review of academic research on Road Surface Engineering in China·2020[J].China Journal of Highway and Transportation202033(10):1-66.
2 HAIDER S W,BOZ I, KUMBARGERI Y,et al .Development of performance related specifications for chip seal treatments[J].International Journal of Pavement Engineering202122(3):382-391.
3 陈素丽,许福文,李桂芝 .同步碎石封层技术研究及在公路养护中的应用[J].公路2005(6):174-181.
  CHEN Suli, XU Fuwen, LI Guizhi .Research on synchronous gravel sealing technology and its application in highway maintenance[J].Highway2005(6):174-181.
4 KUMBARGERI Y S,BOZ I, KUTAY M E .Investiga-ting the effect of binder and aggregate application rates on performance of chip seals via digital image processing and sweep tests[J].Construction and Building Materials2019222:213-221.
5 覃峰,包惠明 .同步碎石封层脱石率的试验研究[J].路基工程2008140(5):111-113.
  QIN Feng, BAO Huiming. Experimental study on removal rate of synchronous gravel sealing layer[J].Roadbed Engineering2008140(5):111-113.
6 刘丽,杨森,郝培文 .基于沥青—集料粘结性能的碎石封层技术性能影响因素研究[J].武汉理工大学学报201335(11):52-57.
  LIU Li, YANG Sen, HAO Peiwen .Study on Influen-cing factors of technical performance of gravel sealing layer based on bitumen aggregate bonding property[J].Journal of Wuhan University of Technology201335(11):52-57.
7 王忠勇,闫飞宇,姚江敏 .基于边缘检测的一种碎石撒布覆盖率检测方法[J].电子设计工程201321(23):191-193.
  WANG Zhongyong, YAN Feiyu, YAO Jiangmin. A detection method of gravel spread coverage based on edge detection[J].Electronic Design Engineering201321(23):191-193.
8 赵含 .碎石封层评价方法与层间粘结性能的研究[D].哈尔滨:哈尔滨工业大学,2010.
9 惠冰,郭牧,刘晓芳 .三维激光数据密度对路面构造深度检测的影响[J].华南理工大学学报(自然科学版)201846(11):142-149,156.
  HUI Bing, GUO Mu, LIU Xiaofang .Influence of 3D laser data density on depth detection of pavement structure[J].Journal of South China University of Technology(Natural Science Edition)201846(11):142-149,156.
10 惠冰,郭牧,王洲,等 .基于三维激光技术的路面坑槽多维度指标检测[J].同济大学学报(自然科学版)201846(1):60-66.
  HUI Bing, GUO Mu, WANG Zhou,et al .Multi-dimensional index detection of potholes based on 3D laser technology[J].Journal of Tongji University (Natural Science)201846(1):60-66.
11 刘晓芳 .隧道水泥路面精铣刨宏观纹理表征与衰变规律研究[D].西安:长安大学,2019.
12 周兴林,祝媛媛,冉茂平,等 .基于分段变维的沥青路表纹理磨光行为分析[J].中国公路学报201932(4):187-195,242.
  ZHOU Xing-lin, ZHU Yuan-yuan, RAN Mao-ping,et al .Analysis of texture polishing behavior of asphalt pavement based on segmented variable dimension[J].China Journal of Highway and Transportation201932(4):187-195,242.
13 战友,李强,马啸天,等 .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)202155(4):684-694.
  ZHAN You, LI Qiang, MA Xiaotian,et al .Pavement friction performance prediction based on macro and micro texture feature fusion[J].Journal of Zhejiang University(Engineering and Technology)202155(4):684-694.
14 TSAI Y, WU Y, LEWIS Z .Full-lane coverage micromilling pavement-surface quality control using emerging 3D line laser imaging technology[J].Journal of Transportation Engineering2014140(2):04013006.
15 HUI B, ZHANG Y, MA Z,et al .Identification and evaluation of spalling aggregate in chip seals in three dimensions[J].Construction and Building Materials2023364:129899.
16 JOHANNES P T, MAHMOUD E, BAHIA H .Sensitivity of ASTM D7000 Sweep test to emulsion application rate and aggregate gradation[J].Transportation research record20112235(1):95-102.
17 公路沥青路面养护技术规范: [S].
18 马子业,汪海年,张炎棣,等 .碎石封层的集料嵌挤状态与抗剥落性[J].建筑材料学报202326(8):906-913.
  MA Ziye, WANG Hainian, ZHANG Yandi,et al .Compaction state and spalling resistance of aggregates in crushed stone sealing layer [J].Journal of Building Materials202326(8):906-913.
19 Standard test method for sweep test of bituminous emulsion surface treatment samples: [S].
20 LI F .A methodology for characterizing pavement rutting condition using emerging 3D line laser imaging technology[D].Georgia:Georgia Institute of Technology,2012.
21 公路工程集料试验规程: [S].
22 魏武,姜莉,王新梅 .基于最小类内方差的蛇形机器人多阈值分割[J].华南理工大学学报(自然科学版)201341(5):9-14.
  WEI Wu, JIANG Li, WANG Xin-mei .Multi-threshold segmentation of snake robot based on minimum intra-class variance[J].Journal of South China University of Technology(Natural Science Edition)201341(5):9-14.
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