吉林大学学报(工学版) ›› 2023, Vol. 53 ›› Issue (6): 1756-1764.doi: 10.13229/j.cnki.jdxbgxb.20230067
• 交通运输工程·土木工程 • 上一篇
Bing HUI1,2(),Xin-yi YANG1,Le-yang ZHANG1,Yang LI1
摘要:
为研究检测车轨迹偏移对沥青路面磨耗程度计算结果的影响,根据实测三维激光高程点云数据重构了3段磨耗等级分别为轻度、中度和重度的路表模型,绘制其全车道平均断面构造深度(MPD)热力分布图。采用三线法计算路面磨耗率XWR,分别模拟检测车向左、右偏移100和200 mm后的测线轨迹,以偏移前、后磨耗率XWR的绝对误差和相对误差为评价指标,分析轨迹偏移对磨耗率计算误差的影响规律。结果表明:检测车轨迹偏移距离越大,路面磨耗率计算的绝对误差和相对误差越大,轻度、中度和重度3个不同严重程度磨耗路段的磨耗率最大绝对误差分别为5.95%、10.71%和12.39%;路面磨耗程度越严重,磨耗率计算误差越大,较大的误差可能产生路面磨耗等级的低估,进而导致路况评价和养护决策的误判;增加测线数量、减小测线间距是降低偏移误差和提升磨耗检测准确性的有效措施。
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