ETC系统中车道控制器的设计

车道控制器是ECT系统中的重要组成部分.车道控制器用于管理ETC系统中的交通信号灯、视频采集设备、栏杆机、车辆检测设备和费额显示器等设备.介绍了一种基于W77E58微处理器的车道控制器的详细设计方案,同时给出了车道控制器的硬件结构和软件组成.     

浅析城市道路色彩语言与特色——以上海长宁区新华路道路色彩分析为例

在现代城市色彩规划与建设中,道路作为主要构成要素之一,其色彩质量与特点直接影响着整个城市色彩设计的审美价值取向。本文试图诠释色彩语言的定义与基本特征,并利用蒙塞尔色彩体系对上海长宁区新华路"国宾道"进行了全面的色彩分析,尝试把握上海老建筑的色彩语言与特征,从而总结出城市在保护历史文化风貌区等地区特色色彩规划的要点与方式。     

一种城市道路照明智能化监控管理系统设计

根据城市道路照明的特点,提出一种实用的城市道路照明智能监控管理系统设计方案,分析了的总体系统结构,阐述了监控管理的基本原理和具体实施要求,并结合实际应用效果,对系统功能作了全面的介绍。     

基于改进对比学习的道路裂缝图像分类

道路裂缝是路面破损的重要组成部分,而道路裂缝分类可以对道路养护策略的制定进行针对性的安排.针对人工标注分类耗时长,效率低等问题,本文提出了一个基于对比学习的道路裂缝图像分类方法,在传统的对比学习框架中,对特征提取部分进行改进,使得模型对细小裂缝的特征更敏感.首先对进行数据增强,其次在特征提取部分对ResNet50的部分进行改进,使用多尺度的方法提取特征;再使用多层感知机(MLP)对提取到的特征进行降维处理,并投影到向量空间;最后使用余弦相似度与用归一化温度标度的交叉熵损失对模型进行优化.实验结果表明,改进后的模型比原模型在裂缝图像上的分类效果提高了0.22%,达到了92.1%,对裂缝图像分类有较好的效果.     

基于IGWO-XGBoost融合模型的沥青路面抗滑性能评估

为研究沥青路面抗滑性能影响因素,精确预测路面抗滑性能,本文使用Gocator 3110三维智能传感器采集沥青混合料试件表面纹理并使用摆式摩擦仪测试试件表面摩擦系数.针对三维纹理点云数据中的异常数据,提出基于径向基函数(RBF)的邻域插值算法进行数据质量提升.根据修复后的三维纹理点云数据计算出具有代表性的10类宏观纹理特征参数,并采用Pearson系数相关性分析法去除冗余因子,改进模型的输入特征,并构建基于改进灰狼优化算法(IGWO)与XGBoost融合的沥青路面抗滑性能预测模型,预测沥青路面的摩擦系数.结果表明,提出模型的预测精度优于多元线性回归模型、支持向量机回归模型以及基于网格化搜索的XGBoost模型.     

基于V-视差法的道路区域检测算法研究

针对当前基于双目视觉的道路环境分析实时性差、检测不准确等问题,提出了一种改进V视差法的道路区域检测算法。该算法首先对原始图片进行车道线检测确定道路消失点,从而确定图像的感兴趣区域。然后,使用极大最小值约束获取V视差图中的斜线,从而提取道路区域。实验结果表明,由于该方法在确定感兴趣区域后计算原始视差图,因此,速度提高了29.71%,且相对于传统V视差法,算法更好地实现了路面分割;同时,障碍物检测的精确率和召回率两个指标分别提高了2.165%和4.837%。基于该算法具有良好的准确性和实时性,能有效识别道路中的障碍物,因此,可以为车辆提供可行驶区域以及为驾驶员提供辅助作用。     

Factors contributing to young moped rider accidents in Denmark

Young road users still constitute a high-risk group with regard to road traffic accidents. The crash rate of a moped is four times greater than that of a motorcycle, and the likelihood of being injured in a road traffic accident is 10–20 times higher among moped riders compared to car drivers. Nevertheless, research on the behaviour and accident involvement of young moped riders remains sparse.Based on analysis of 128 accident protocols, the purpose of this study was to increase knowledge about moped accidents. The study was performed in Denmark involving riders aged 16 or 17. A distinction was made between accident factors related to (1) the road and its surroundings, (2) the vehicle, and (3) the reported behaviour and condition of the road user. Thirteen accident factors were identified with the majority concerning the reported behaviour and condition of the road user. The average number of accident factors assigned per accident was 2.7. Riding speed was assigned in 45% of the accidents which made it the most frequently assigned factor on the part of the moped rider followed by attention errors (42%), a tuned up moped (29%) and position on the road (14%). For the other parties involved, attention error (52%) was the most frequently assigned accident factor. The majority (78%) of the accidents involved road rule breaching on the part of the moped rider.The results indicate that preventive measures should aim to eliminate violations and increase anticipatory skills among moped riders and awareness of mopeds among other road users. Due to their young age the effect of such measures could be enhanced by infrastructural measures facilitating safe interaction between mopeds and other road users.     

Effects of parallelogram-shaped pavement markings on vehicle speed and safety of pedestrian crosswalks on urban roads in China

The primary objective of this study was to evaluate the effects of parallelogram-shaped pavement markings on vehicle speed and crashes in the vicinity of urban pedestrian crosswalks. The research team measured speed data at twelve sites, and crash data at eleven sites. Observational cross-sectional studies were conducted to identify if the effects of parallelogram-shaped pavement markings on vehicle speeds and speed violations were statistically significant. The results showed that parallelogram-shaped pavement markings significantly reduced vehicle speeds and speed violations in the vicinity of pedestrian crosswalks. More specifically, the speed reduction effects varied from 1.89 km/h to 4.41 km/h with an average of 3.79 km/h. The reduction in the 85th percentile speed varied from 0.81 km/h to 5.34 km/h with an average of 4.19 km/h. Odds ratios (OR) showed that the parallelogram-shaped pavement markings had effects of a 7.1% reduction in the mean speed and a 6.9% reduction in the 85th percentile speed at the pedestrian crosswalks. The reduction of proportion of drivers exceeding the speed limit varied from 8.64% to 14.15% with an average of 11.03%. The results of the crash data analysis suggested that the use of parallelogram-shaped pavement markings reduced both the frequency and severity of crashes at pedestrian crosswalks. The parallelogram-shaped pavement markings had a significant effect on reducing the vehicle–pedestrian crashes. Two crash prediction models were developed for vehicle–pedestrian crashes and rear-end crashes. According to the crash models, the presence of parallelogram-shaped pavement markings reduced vehicle–pedestrian crashes at pedestrian crosswalks by 24.87% with a 95% confidence interval of [10.06–30.78%]. However, the model results also showed that the presence of parallelogram-shaped pavement markings increased rear-end crashes at pedestrian crosswalks by 5.4% with a 95% confidence interval of [0–11.2%].     

玄武岩纤维对老化沥青混合料路用性能的影响

为研究玄武岩纤维对老化沥青混合料路用性能的影响,通过车辙试验、低温弯曲小梁试验、浸水马歇尔试验和冻融劈裂试验研究了玄武岩纤维对沥青混合料抗老化性能的作用。试验结果表明:虽然玄武岩纤维沥青混合料的动稳定度随老化时间增加,但相对于普通沥青混合料而言,其增加的幅度减缓,提出采用相对变形率作为老化性能评价指标;玄武岩纤维延缓了沥青混合料老化性能的衰变,使得老化后的混合料低温抗裂性改善;经短期老化和长期老化后玄武岩纤维沥青混合料水稳定性能均优于普通沥青混合料,且玄武岩纤维显著降低了长期老化试件的未冻融劈裂强度,因此在应用中应适当增加碾压次数。     

道路常用温拌改性剂现状与路用性能评价

针对工程使用温拌剂时缺乏明确的参考依据,系统调查了国内外温拌剂应用状况,确定温拌改性技术主要分类以及目前常用温拌剂种类,全面评价了Sasobit、Aspha-min、Evotherm与EC120等4种常用温拌剂对沥青混合料高温性能、低温性能以及水稳定性等路用性能的影响。结果表明:几种温拌剂的降温效果均可达到30℃,Sasobit和EC120温拌剂对沥青混合料高温稳定性均有不同幅度提高,最大提高幅度在30%以上,4种温拌剂对沥青混合料低温性能略有影响,对水稳定性的影响均不大。