沥青混合料体积设计及其效果评价

沥青混合料体积特性直接影响其力学性能与使用性能,但混合料级配、材料密度、设计方法等因素也直接影响沥青混合料的体积特性。本文对当前沥青混合料体积设计方法进行了分析,从多方面对CAVF法、Superpave法、马歇尔法等方法所设计的沥青混合料性能与体积特性进行了评价,并提出了用旋转压实仪复核其他方法所设计级配稳定性的建议。     

水泥粉煤灰稳定碎石基层的龄期和强度

以水泥粉煤灰稳定碎石混合料的设计龄期和设计参数为研究对象,通过试验不同龄期的力学特性指标发现,120d龄期时混合料的强度发展已经基本完成,因此认定混合料的设计龄期宜为120d。在此基础上,通过变化集料级配和水泥剂量,研究确定出混合料7d龄期的抗压强度标准,120d龄期劈裂强度和抗压回弹模量的合理区间。     

南京长江二桥斜拉桥施工过程稳定性分析

针对南京二桥南汊钢斜拉桥,考虑结构的非线性和构件的极限承载能力,计入施工过程的变形和应力的叠加效应,用包含梁和索单元的空间组合结构模型,进行了大桥的结构行为分析,着重研究了在施工全过程中的结构稳定性问题。     

武汉阳逻长江大桥施工猫道设计与验算

扼要介绍了武汉阳逻长江大桥施工猫道的设计,采用ANSYS的LINK10与BEAM4单元计算了猫道这一柔性空间索桁结构在空索状态及成形状态的线形。在静力验算时,猫道中间标高处等效静阵风风速取为50.4m/s,由于主要承重结构钢丝绳弹性模量为索力的函数,本文参考国内多座桥梁施工猫道钢丝绳弹模实测值取用1.30×105MPa,按5种工况8种状态验算了猫道的静风稳定性验算。     

二灰碎石组成设计与施工工艺的优化

从施工角度就改进和优化现有二灰碎石混合料级配组成设计和传统的施工工艺提出了几点建议,推荐集料级配范围和4阶段碾压模式.对二灰碎石基层施工具有积极的指导意义.     

A rolling horizon algorithm for auto-carrier transportation

This paper introduces a rolling horizon algorithm to plan the delivery of vehicles to automotive dealers by a heterogeneous fleet of auto-carriers. The problem consists in scheduling the deliveries over a multiple-day planning horizon during which requests for transportation arrive dynamically. In addition, the routing of the auto-carriers must take into account constraints related to the loading of the vehicles on the carriers. The objective is to minimize the sum of traveled distances, fixed costs for auto-carrier operation, service costs, and penalties for late deliveries. The problem is solved by a heuristic that first selects the vehicles to be delivered in the next few days and then optimizes the deliveries by an iterated local search procedure. A branch-and-bound search is used to check the feasibility of the loading. To handle the dynamic nature of the problem, the complete algorithm is applied repeatedly in a rolling horizon framework. Computational results on data from a major European logistics service provider show that the heuristic is fast and yields significant improvements compared to the sequential solution of independent daily problems.     

浅谈综合工费对铁路隧道机械化施工经济性影响

为分析研究综合工费对大型机械钻爆法施工概算费用的影响,以3条新建双线铁路隧道项目数据为依托,核算出不同施工模式下的经济指标及工程费用;建立基期综合工费单价理论计算模型,计算出不同施工模式、不同围岩等级条件下新建铁路双线隧道临界综合工费单价。通过与普通钻爆法对比,大型机械钻爆法施工建造费用增长约10%;当基期综合工费高于226. 54元/工日时,大型机械钻爆法施工的经济性得以体现。     

Local joint flexibility of tubular X-joints stiffened with external ring or external plates

In the present paper, the Local Joint Flexibility (LJF) of the ring-stiffened X-joints and plate-stiffened X-joints under compressive load is investigated. In the first phase, a finite element (FE) model was generated and verified with the results of available experimental tests and equations. In the next phase, a set number of 234 FE models were created to evaluate the role of the external ring size (β_r and τ_r), the external plate size (β_p and τ_p), and the connection geometry (γ, τ, and β) on the LJF factor (f_LJF). In these FE models, the weld connecting the chord and brace members was generated. The results indicated that the f_LJF of a plate stiffened joint can be down to 76% of the f_LJF of the corresponding un-stiffened joint. Also, the effect of the ring size on the f_LJF was more than the effect of the plate size on the f_LJF, because of the stiffener position. Despite the notable effect of the ring and the plate on the f_LJF, there is not any study or formula on tubular connections stiffened with ring or plate. Therefore, the FE results were used to propose two parametric formulas for determining the f_LJF in X-joints with external ring or external plate under brace compressive load. Moreover, the derived formulas were checked based on the UK DoE acceptance criteria.     

Passenger oriented railway disruption management by adapting timetables and rolling stock schedules

In passenger railway operations, unforeseen events require railway operators to adjust their timetable and their resource schedules. The passengers will also adapt their routes to their destinations. When determining the new timetable and rolling stock schedule, the railway operator has to take passenger behavior into account. The operator should increase the capacity of trains for which the operator expects more demand than on a regular day. Furthermore, the operator could increase the frequency of the trains that serve stations with an additional demand.This paper describes a real-time disruption management approach which integrates the rescheduling of the rolling stock and the timetable by taking the changed passenger demand into account. The timetable decisions are limited to additional stops of trains at stations at which they normally would not call. Several variants of the approach are suggested, with the difference in how to determine which additional stops should be executed.Real-time rescheduling requires fast solutions. Therefore a heuristic approach is used. We demonstrate the performance of the several variants of our algorithm on realistic instances of Netherlands Railways, the major railway operator in the Netherlands.     

广西交通科技资源共享平台建设探讨

文章针对广西交通科技项目管理系统现状,分析了建设交通科技资源共享平台的必要性,阐述了交通科技资源共享平台建设的关键技术、创新点及主要内容,指出该共享平台的建设可改善和提高交通运输科技项目质量及监管水平。