超深度大直径人工挖孔桩施工技术研究

以实际施工情况为背景 ,对超深度大直径人工挖孔桩的地质要求、方案实施、关键工序、优缺点进行了详细地论述和探讨     

短车道对信号交叉口通行能力影响研究

针对交叉口进口道拓宽后形成的短车道,由于其长度的限制,存在因车辆排队溢出而造成阻塞的问题,结合交通流理论和概率论的相关成果,从定性分析和定量计算两方面研究了短车道排队阻塞对信号交叉口通行能力的影响。针对3种不同的信号相位方案,建立了考虑短车道潜在排队阻塞情况下的车道组通行能力计算模型,并通过仿真对模型进行了检验。在此基础上,进行了短车道条件下相关因素对信号交叉口通行能力影响的敏感性分析。研究发现在交叉口进口道存有短车道条件下,短车道长度、信号相位方案对通行能力起主要影响;同时对通行能力而言,存在最佳信号周期。     

基于动态重复博弈的车辆换道模型

在对车辆换道行为分析的基础上,提出了一种应用动态重复博弈原理建立车辆换道模型的方法,对每个阶段车辆的博弈过程以及车辆行为策略进行了描述,并利用速度期望的值作为车辆不同行为决策概率,在此基础上,考虑影响车辆速度期望的各个因素来对车辆速度期望的获得进行了分析。通过对不同交通流条件下实际调查的车辆换道次数与仿真值进行比较,表明了所提出模型的有效性。     

基于ISD4003的车道偏离警示系统语音报警实现

介绍了车道偏离警示系统的语音报警实现方法和MC9S12DP256单片机与ISD4003语音芯片之间的SPI串行通信原理,给出了MC9S12DP256单片机与ISD4003语音芯片的电路连接及软件控制,实现了车道偏离警示系统的组合放音的设计。     

平面交叉口左转车道的几何设计方法研究

针对平面交叉口左转车道的设计方法进行研究,参考发达国家平交路口安全设计规范,分析现有的设计技术规范中不合理的因素,从左转车道的布置、车道宽度的确定、车道长度的确定、过渡段的设计等几个方面,进行了详细的分析研究,提出了平面交叉口左转车道的几何设计方法。     

���ѵ��νӵ�·��С���ȼ���ģ��

在对下匝道衔接道路进行交通调查的基础上,应用数理统计方法和回归技术分析了衔接道路上车辆的变换车道特征和车头时距分布规律,验证了可能性转移矩阵法的假设条件是符合衔接道路的交通运行特征的,可以用该方法计算衔接道路的最小长度,并应用分析得到的衔接道路车头时距分布规律对模型进行了修正,经过算例分析验证模型的有效性     

The optimization of lane assignment and signal timing at the tandem intersection with pre‐signal

This paper presents an integrated model for optimizing lane assignment and signal timing at tandem intersection, which is introduced recently. The pre‐signal is utilized in the tandem intersection to reorganize the traffic flow; hence, the vehicles, regardless of whether left‐turns or through vehicles, can be discharged in all the lanes. However, the previous work does not consider the extra traffic disruption and the associated delay caused by the additional pre‐signal. In the paper, the extra delay aroused by the coordination is incorporated in a lane assignment and signal timing optimization model, and the problem is converted into a mixed‐integer non‐linear programming. A feasible directions method is hence introduced to solve the mixed‐integer non‐linear programming. The result of the optimization shows that the performance of the tandem intersection is improved and the average delay is minimized. The comparison between the tandem and the conventional configuration is presented, and the results verify that the former shows better performance than the latter. In addition, the optimal sequence corresponding to the turning proportion and the optimal lane assignment at the upstream approach of the pre‐signal are presented. Furthermore, if the number of lanes is equal in all arms, the paper proves that the average delay will be reduced if lane assignment is proportional to the turning proportion and the vehicles with low proportion are discharged in advance. Copyright © 2013 John Wiley & Sons, Ltd.     

车道变换过程中的攻击性驾驶行为研究

计算机技术和智能交通技术的飞速发展,为仿真工具能够真实地再现实际的交通运行环境提供了有利的保障,使前期仿真较难涉及的攻击性驾驶行为得以实现.鉴于此,在讨论攻击性驾驶行为的定义、表现形式和影响因素的基础上,选择了三种常用的微观交通仿真软件,对其车道变换模型中的攻击性驾驶行为的进行了分析评价;并提出了车道变换中攻击性驾驶行为的设置方法.     

Modelling lane changing and merging in microscopic traffic simulation

This paper introduces Simulation of Intelligent TRAnsport Systems (SITRAS), a massive multi-agent simulation system in which driver-vehicle objects are modelled as autonomous agents. The simulation outputs can be used for the evaluation of Intelligent Transport Systems applications such as congestion and incident management, public transport priority and dynamic route guidance. The model concepts and specifications, and the first applications of the model in the area of incident modelling in urban arterial networks were described in previous publications. This paper presents the details of the lane changing and merging algorithms developed for the SITRAS model. These models incorporate procedures for ‘forced’ and ‘co-operative’ lane changing which are essential for lane changing under congested (and incident-affected) traffic conditions. The paper describes the algorithms and presents simulation examples to demonstrate the effects of the implemented models. The results indicate that only the forced and cooperative lane changing models can produce realistic flow-speed relationships during congested conditions.     

城市道路拥堵状态下驾驶人换道特性研究

交通拥堵状态下车辆行驶速度低于驾驶人期望车速,引发驾驶人变换车道以获得更好的行车空间,由此导致不同程度的交通冲突。首先分析交通拥堵对驾驶人换道行为的影响,依据导致的交通冲突数和冲突程度将换道驾驶行为分为三种类型。基于大量实测数据,分别研究小型客车、大型客车、小型货车在交通拥堵状态下的车道变换特性,构建三种类型换道比例与交通拥堵压力系数的关系模型。结果表明,交通拥堵对三种类型车辆的换道行为均产生显著影响;相比小型客车和大型客车,小型货车不同类型换道比例分布更加离散。