百色-罗村口高速公路百康村滑坡稳定性分析

文章结合百色-罗村口高速公路百康村滑坡区的工程地质概况,分析了百康村滑坡的形成机理,并采用传递系数法对滑坡的稳定性进行了探讨,提出了相应的综合处治方案。     

桂林市老城区分流交通保护圈规划设计

文章基于桂林市老城区交通现状,分析了老城区交通存在的主要问题,提出了桂林市老城区分流交通保护圈规划的总体思路,并根据这一思路设计出具体的老城区分流交通保护圈规划方案,为桂林市老城区交通系统规划提供决策依据。     

上海市金海快速路改建工程总体方案设计

金海快速路改建工程长约7 km,与杨高中路立交衔接并新建S20立交1座,全线新建4对上下匝道。从项目功能定位及服务对象、主要技术标准、路线走向及节点方案等方面进行了简要论述,尤其是针对高架桥梁布置主要受轨道交通盾构区间和车站结构控制以及高压线影响的情况,对道路路线设计和横断面布置方案进行了分析,以期为类似工程提供经验借鉴。     

道路运输市场退出机制研究

道路运输市场退出机制与道路运输市场准入制度相辅相成，不可分割。文章阐述了道路运输市场退出机制的基本特点、重要作用、主要方式及实施程序，并对其在实施过程中存在的问题进行讨论。     

影响混凝土坍落度的因素及措施分析

对影响混凝土坍落度的因素进行了详细分析,提出相应的控制措施,为提高混凝土质量提供保证。     

影响高速公路混凝土路面平整度的机械因素

分析了机械因素对混凝土路面平整度的影响,为提高混凝土路面的平整度提供经验。     

Optimization of horizontal alignment geometry in road design and reconstruction

This paper presents a general formulation for optimization of horizontal road alignment, composed of tangential segments and circular curves suitably connected with transition curves (clothoids). It consists of a constrained optimization problem where the objective function is given by a line integral along the layout. The integrand is a function representing the cost of the road going through each point and, by considering different costs, a wide range of problems can be included in this formulation. To show it, we apply this methodology to three different situations. The two first cases are related with the design of a new road layout and used to solve a pair of academic examples. The third problem deals with the improvement of a road adapting the old path to current legislation, and it is solved taking as case study the reconstruction project for a regional road (NA-601) in the north of Spain.     

Resolving the property right of transportation emissions through public–private partnerships

The application of public–private partnerships (P3’s) in the transportation sector has grown in popularity worldwide. Despite this important shift in the provision of transportation service, there are clear gaps in knowledge about the impacts of P3 projects, especially on emissions from transportation systems as a whole. Not only should policy makers evaluate the emissions impacts from P3 projects, but they should also think about innovative models that address or charge for emissions into P3 contracts. This addition to P3 contracts could provide a new solution to the long-existing property right paradox: who owns (is responsible for) emissions from transportation systems? This study attempts to fill the research gap by analyzing these innovative models. Using the road network of Fresno, California, as our case study, we offer a number of interesting insights for policy makers. First, average peak emissions costs range from 1.37 cents per mile (the do-nothing case) to 1.20 cents per mile (profit-maximizing cases) per vehicle. Although emissions costs from the P3 projects are lowest for the profit-maximizing cases, the system-wide emissions costs of these cases are highest because of spillover effects. Second, charging project owners for the emissions costs of P3 projects is not an effective way to reduce emissions or the total costs of travel, especially on a VMT basis. Instead, the public sector should implement emissions-included social cost-based price ceilings. When employing these limits, project owners could still be charged for the emissions costs. Finally, using total travel time as the only objective function for evaluating P3 projects can be misleading. Several P3 projects have shown better outcomes using total travel cost with the inclusion of emissions and fuel consumption costs, instead of using total travel time as the only objective function.     

超薄沥青混合料室内试验方法研究

超薄沥青混凝土面层是一种摊铺厚度为1.5～2.5cm之间的细粒式沥青面层,其主要目的是用于旧路的功能性恢复以及新建公路表面功能层。在大量室内试验的基础上,探索了超薄沥青混合料室内试验评价方法。     

车身板件结构对汽车行车舒适性的影响

采用有限元与多体动力学相结合的方法分析了车身板件对振动的影响,改变车身板件局部结构,在对振动影响最大的前后地板上增加加强筋后对整车进行振动响应模拟,揭示了车身板件结构对汽车在路面激励下行车舒适性的影响。分析表明,在地板上增加加强筋可以极大地提高汽车的行车舒适性。