石河子互通式立交改扩建方案比选

依据交通量预测与通行能力分析,结合石河子互通式立交的现状,提出改扩建方案,并从经济、技术、收费制式等方面进行改扩建方案比选,可为其他互通式立交的改扩建提供参考.     

Innovative systems for the transportation disadvantaged: Toward more efficient and operationally usable planning tools

When considering innovative forms of public transport for specific groups, such as demand responsive services, the challenge is to find a good balance between operational efficiency and 'user friendliness' of the scheduling algorithm even when specialized skills are not available. Regret insertion-based processes have shown their effectiveness in addressing this specific concern. We introduce a new class of hybrid regret measures to understand better why the behaviour of this kind of heuristic is superior to that of other insertion rules. Our analyses show the importance of keeping a good balance between short- and long-term strategies during the solution process. We also use this methodology to investigate the relationship between the number of vehicles needed and total distance covered - the key point of any cost analysis striving for greater efficiency. Against expectations, in most cases decreasing fleet size leads to savings in vehicle mileage, since the heuristic solution is still far from optimality.     

软土地基桥涵设计方法探析

软土地基是桥梁建设经常遇到的地基问题.针对软土地基的特点及桥梁在软土地基上的设计和建设的原则进行探讨,以期能为我国桥梁建设提供一些有意义的参考.     

公路路面施工安全管理分析

鉴于公路路面施工质量安全事故频发,施工单位应该在路面施工各阶段,采取正确的管理方式,做好安全管理工作,以保证公路质量。因此,通过对公路路面做好安全管理的必要性进行分析,提出一些加强公路路面施工的安全管理措施,为同行提供借鉴。     

Did California’s hand-held cell phone ban reduce accidents?

On July 1st, 2008, California enacted a ban on hand-held cell phone use while driving. Using California Highway Patrol panel accident data for California freeways from January 1st, 2008 to December 31st, 2008, we examine whether this policy reduced the number of accidents on California highways. To control for unobserved time-varying effects that could be correlated with the ban, we use high-frequency data and a regression discontinuity design. We find no evidence that the ban on hand-held cell phone use led to a reduction in traffic accidents.     

黄河流凌河段深水栈桥施工技术

乌锡铁路黄河特大桥桥址位于三湖河口至昭君坟段,北岸为乌拉山山前倾平原,南岸为鄂尔多斯台地,桥址主河道宽710 m,水深3~20 m左右,处于严重的流凌河段,搭建施工栈桥成功与否是确保黄河特大桥顺利施工的关键所在。通过方案比选,确定采用浮桥方式,解决了流凌段栈桥的快速搭拆施工难题,取得了一定的经验。     

交通信号灯相关标准及规范中存在的问题

分析了《道路交通信号灯》(GB14887)《中华人民共和国道路交通全法实施条例》及《道路交通信号灯安装规范》(GB14886)对交通信号灯的技术要求,指出了标准及规范在实际应用中存在的问题,针对问题提出了相应的解决对策,同时对相关的标准及规范给出了改进建议。     

翻车机牵车驱动装置优化改造

针对翻车机牵车驱动装置在设计上存在问题,从机械结构和电气控制上进行了分析,并相应地进行了优化改造,使之更合理,消除了故障隐患。     

探地雷达在路基路面异常体病害探测中的应用

针对路基路面、桥梁病害,通过探地雷达探测中数据采集、信号处理和图像识别,开展了地质雷达检测路面结构层厚度、破损状况和路基隐患异常体部位工作,取得了路面隐含裂缝和桥梁空心板顶板厚度的实际应用。     

路桥过渡段路基加固体的拓扑优化

应用拓扑优化理论,采用简化的假定条件,基于应变能最小即刚度最大原理,对路桥过渡段路基加固体的结构布置形式进行了优化。通过分析荷载模式、填高、加固长度和面积等因素对最优拓扑图形的影响,得出了路桥过渡段路基加固体的最优布置方式。拓扑优化结果表明：路桥过渡段路基加固的不同区域对结构刚度的贡献排序为,固定端附近区域-中间偏上区域-中间偏下区域-路基顶面远端区域;上长下短的倒梯形布置形式的结构刚度最大,其抵抗地基沉降变形的能力最强,表明目前桥头常用的倒梯形布置形式具有理论上的合理性;路基加固体底面布置长度应不小于2 m,由下向上斜率应缓于1∶1。