检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:范永丰 韩欢欢 杨硕 董亚冰 李洁[3] FAN Yongfeng;HAN Huanhuan;YANG Shuo;DONG Yabing;LI Jie(Henan Xinrong Expressway Construction Co.,Ltd.,Luoyang,Henan 471000,China;CCCC-FHDI Engineering Co.,Ltd.,Guangzhou,Guangdong 510230,China;College of Civil Engineering,Hunan University,Changsha,Hunan 410082,China)
机构地区:[1]河南省新融高速公路建设有限公司,河南洛阳471000 [2]中交第四航务工程勘察设计院有限公司,广州广东510230 [3]湖南大学土木工程学院,湖南长沙410082
出 处:《公路工程》2024年第1期151-160,共10页Highway Engineering
基 金:河南省交通运输厅科技项目(2020G11);湖南省科学技术厅重点领域研发计划项目(2022SK2096);湖南省交通运输厅科技项目(202203)。
摘 要:现有的公路项目安全性评价主要基于车辆运行速度的协调性,并未考虑交通状况和驾驶人可能出现的注意力不集中情况。考虑驾驶人分心驾驶和交通状况,提出一种高速公路合流区安全性评价方法:将驾驶行为、交通流及合流区几何设计等因素纳入到安全评价模型中,构建高速公路合流区的Vissim仿真模型,通过设置临时走神的持续时长和发生概率这两个参数实现对分心驾驶行为的模拟;采用灰色聚类方法综合评价高速公路合流区的交通安全性,构建入口匝道合流区的风险预测模型,并应用该模型预测依托工程高速公路入口匝道合流区的交通安全风险。研究发现入口匝道合流区的风险预测值符合多元线性回归,在相似的交通流状态下随着走神时间、走神概率的增加而单调递增。除了驾驶行为因素,交通量、主线与匝道运行速度差是影响合流区交通安全的另外两个主要因素。当高速公路主线交通量较大时,合理的限速可以降低合流区的风险水平。提出的考虑分心驾驶行为的安全性评价方法可快速、全面地评价合流区的风险水平,为制定合理的交通管制措施、改善公路合流区交通安全提供理论依据。The current highway safety audit specifications are mainly based on the consistency of vehicle operating speeds and ignore the driving environment and the drivers possible inattention.A safety evaluation method is proposed in this study with consideration of distracted driving and the traffic conditions in freeway merging areas.This study introduces many factors related to driving behaviour,traffic flow and merging area alignment design into the safety evaluation model.Simulation models of freeway merging areas were established based on Vissim,and the distracted driving behaviour was simulated by setting two parameters:duration and probability of temporary distraction.The traffic safety risks of the freeway merging areas were comprehensively assessed by the grey clustering method.The risk prediction models were established for on-ramp merging areas.The risk prediction models were applied to evaluate the risk level of the merging areas of on-ramps in supporting freeway project.Conclusions were summarised as follows:the risk prediction values of on-ramp merging areas agree with multiple linear regression and increase monotonically with the duration and probability of temporary distraction under the similar traffic flow state.In addition to factors related to driving behaviour,the traffic volume and the speed difference between the main line and the on-ramp are the other two main factors influencing traffic safety in the merging areas.When the main line of the freeway has a large traffic volume,a rational speed limit can reduce the risk level of the merging areas.The new safety evaluation method proposed in this study involving distracted driving behaviour can quickly and comprehensively evaluate the risk level of the merging areas and provide a theoretical basis for formulating traffic control measures and improving traffic safety in the freeway merging areas.
关 键 词:交通安全 合流区 安全性评价 分心驾驶 交通冲突 灰色聚类分析
分 类 号:U491[交通运输工程—交通运输规划与管理]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.171