佛开高速公路水泥路面大修加铺层技术方案的比选与优化

南方多雨、大交通和重交通高速公路水泥路面大修采用加铺三层沥青混合料。对交通量和轴载、加铺层厚度以及设计基准期等进行分析。上面层采用改性沥青SMA-13、改性沥青GAC-13和橡胶沥青AR—AC13等三种比选方案；中面层采用改性沥青GAC-20和改性沥青SUP-20等两种方案比选；为了有效抑制反射裂缝，下面层采用沥青稳定碎石ATB-25。对SBS、PE、PE＋SBS等改性剂进行了对比分析。介绍了大修后的路面质量检测和评定结果。     

磁湖路沥青加铺改造设计分析

针对磁湖路改造中的结构组合设计、反射裂缝防治措施、调平工艺及排水等关键技术展开分析。通过分析降雨条件,并比较不同材料的构造深度及渗透系数,选择表面层材料。通过最大剪应力分析,并比较不同材料的抗车辙性能,选择中面层材料。结合相似工程的调研分析,给出结构组合、调平工艺、排水等的建议。     

基于交叉感应环线的列车控制系统地面发送设备

本文介绍了基于交叉感应环线的列车控制系统地面发送设备的原理及安全性，对发送设备的各个功能模块进行了详细的说明。     

浅析智能模拟盘在车站开通过程中的应用

本文通过智能模拟盘的系统构成、硬件连接方式、软件使用方法三个方面，系统阐述了智能模拟盘在车站模拟调试及开通过程中的应用，并结合现场的使用情况针对性地提出了改进措施。     

两种薄层罩面结构的路用性能对比研究

对比分析了两种不同级配类型的混合料(AC-13、SMA-13)作罩面时的路用性能,结果表明薄层罩面是一种高性能的养护措施,其与原路面结合性较好,但不同级配类型的混合料罩面效果差别较大,在进行罩面设计时应选择合适的级配类型,并在施工时严格控制孔隙率.     

An investigation on motor-driven power steering-based crosswind disturbance compensation for the reduction of driver steering effort

This paper describes a lateral disturbance compensation algorithm for an application to a motor-driven power steering (MDPS)-based driver assistant system. The lateral disturbance including wind force and lateral load transfer by bank angle reduces the driver's steering refinement and at the same time increases the possibility of an accident. A lateral disturbance compensation algorithm is designed to determine the motor overlay torque of an MDPS system for reducing the manoeuvreing effort of a human driver under lateral disturbance. Motor overlay torque for the compensation of driver's steering torque induced by the lateral disturbance consists of human torque feedback and feedforward torque. Vehicle–driver system dynamics have been investigated using a combined dynamic model which consists of a vehicle dynamic model, driver steering dynamic model and lateral disturbance model. The human torque feedback input has been designed via the investigation of the vehicle–driver system dynamics. Feedforward input torque is calculated to compensate additional tyre self-aligning torque from an estimated lateral disturbance. The proposed compensation algorithm has been implemented on a developed driver model which represents the driver's manoeuvreing characteristics under the lateral disturbance. The developed driver model has been validated with test data via a driving simulator in a crosswind condition. Human-in-the-loop simulations with a full-scale driving simulator on a virtual test track have been conducted to investigate the real-time performance of the proposed lateral disturbance compensation algorithm. It has been shown from simulation studies and human-in-the-loop simulation results that the driver's manoeuvreing effort and a lateral deviation of the vehicle under the lateral disturbance can be significantly reduced via the lateral disturbance compensation algorithm.     

旧沥青路面裂缝对白色罩面层受力的影响分析

采用有限元方法,分析了旧沥青路面裂缝对白色罩面层受力的影响,得到了板底荷载和温度最大耦合应力随加铺层厚度和模量等参数变化的规律。结果表明:旧沥青路面横向裂缝位于加铺水泥混凝土板板中时,板底荷载应力、温度应力及二者耦合应力均为最大,且随加铺水泥混凝土板模量增加而增大,随水泥加铺层厚度的增加而减少。     

旧水泥混凝土路面碎石化后防止反射裂缝机理

目前,水泥混凝土路面到达其使用年限,或其他原因遭受破坏需要重建时,国内多采用碎石化工艺来防止沥青罩面反射裂缝的产生。通过对水泥混凝土面板上直接加铺沥青层开裂成因的探讨,分析了水泥混凝土路面经碎石化后防止反射裂缝的机理。     

高速公路路面养护若干问题的思考

通过沈海高速公路路面使用寿命周期内的养管实例,就路面结构测试、维修养护和大修改建等问题提出一些看法。     

旧路改造中沥青路面加铺技术方案研究

以省道212线甘其毛都口岸-海流图一级一幅公路为依托,采用了结构承载能力指数与路况指数进行旧路改造路面的评价,确定了基于旧路当量回弹模量的加铺方案,探讨了路面冷再生加铺方案,为内蒙古自治区旧路改造项目中的路面评价提供一定的参考。