JX4数字摄影测量工作站空三加密软件的开发应用

介绍了对JX4数字摄影测量工作站GXP -AAP空三加密软件在铁路数字化测图工程中的开发和应用情况 ,得出了相应的生产作业方法及经验体会     

青藏铁路多年冻土区水源设计

青藏铁路所经高原多年冻土区 5 5 0余km ,该地区多属无人区 ,尚无任何可借鉴的水源设计经验。结合青藏高原多年冻土区水文地质特性 ,探讨各种水源设计方案 ,并详细介绍利用管井取冻土层下水的设计方案     

青藏线拉萨河特大桥主桥横梁设计

拉萨河特大桥主桥采用 (3 6+ 72 + 10 8+ 72 + 3 6)m五跨三拱连续梁钢管拱组合结构体系。通过对系杆拱桥不同部位横梁受力特点进行分析 ,采取相应的设计措施 ,为系杆拱桥的横梁设计提供一种合理的设计方法。     

上海铁路西站南广场综合交通枢纽规划与设计

基于铁路上海西站枢纽的最新规划方案,在充分虑上海西站改建、城市轨道交通建设、城市综合交通枢纽成及上海西站南广场地块开发的背景下,从地下和地上空利用、设施布局、交通组织等角度,提出了一种新的上海西南广场综合交通枢纽的一体化规划设计方案.其设计理是:以轨道交通为核心,各种交通方式之间无缝衔接、复合同发展的铁路车站站前广场.     

浦东铁路开行市郊列车的客流需求研究

讨论了浦东铁路开行市郊列车的客流需求预测问题,为浦东铁路是否开行市郊列车、如何开行市郊列车方案提供依据.通过对浦东铁路沿线的居民出行调查得到浦东铁路的站间客流分布现状;在此基础上,利用沿线土地和人口发展规划.建立方式划分模型对未来5年及10年的市郊铁路客流进行预测;分析了市郊列车起终点站、发车频率、行车组织、交通衔接等因素对客流预测结果的影响.     

Assessing the technical efficiency, service effectiveness, and technical effectiveness of the world’s railways through NDEA analysis

This paper presents an approach to include both the unstorable feature of transportation service and the technological differences within railway companies in efficiency and effectiveness measurements. We explore efficiency and effectiveness for a group of 40 global railways in the year 2002, using traditional data development analysis (TDEA) and network data development analysis (NDEA). Comparing the results obtained from the NDEA model with those from the TDEA indicate that performance measures are quite different in terms of the magnitude, and even using different DEA type models to evaluate railway system performance does not distort the ranking of their performance. We also analyze the inter-related effects among three performance measures, finding that transportation service characteristics have positive effects on the evaluation of performance. Generally speaking, the NDEA model provides deeper insight regarding the sources of inefficiency and process-specific guidance to railway managers so as to help them improve their railway’s performance.     

Vehicle response-based track geometry assessment using multi-body simulation

The assessment of the geometry of railway tracks is an indispensable requirement for safe rail traffic. Defects which represent a risk for the safety of the train have to be identified and the necessary measures taken. According to current standards, amplitude thresholds are applied to the track geometry parameters measured by recording cars. This geometry-based assessment has proved its value but suffers from the low correlation between the geometry parameters and the vehicle reactions. Experience shows that some defects leading to critical vehicle reactions are underestimated by this approach. The use of vehicle responses in the track geometry assessment process allows identifying critical defects and improving the maintenance operations. This work presents a vehicle response-based assessment method using multi-body simulation. The choice of the relevant operation conditions and the estimation of the simulation uncertainty are outlined. The defects are identified from exceedances of track geometry and vehicle response parameters. They are then classified using clustering methods and the correlation with vehicle response is analysed. The use of vehicle responses allows the detection of critical defects which are not identified from geometry parameters.     

An approach to geometric optimisation of railway catenaries

The quality of current collection becomes a limiting factor when the aim is to increase the speed of the present railway systems. In this work an attempt is made to improve current collection quality optimising catenary geometry by means of a genetic algorithm (GA). As contact wire height and dropper spacing are thought to be highly influential parameters, they are chosen as the optimisation variables. The results obtained show that a GA can be used to optimise catenary geometry to improve current collection quality measured in terms of the standard deviation of the contact force. Furthermore, it is highlighted that apart from the usual pre-sag, other geometric parameters should also be taken into account when designing railway catenaries.     

郑万高铁大断面岩质隧道掌子面稳定性评价及控制措施

为建立施工阶段大断面隧道掌子面稳定性评价方法,结合郑万高铁大型机械化特点,对郑万高铁湖北段隧道掌子面地质信息进行统计分析,将掌子面稳定性分为A整体稳定、B局部掉块、C上半断面不稳定和D全断面不稳定4个级别,并建立以岩石坚硬程度、岩体完整程度和地下水状态3个指标的掌子面稳定性定性分级方法,得出围岩级别与掌子面稳定性的对应关系。研究结果表明： 1）岩石坚硬程度、岩体完整程度和地下水状态是围岩分级指标中使用率最高的3个指标; 2）Ⅰ、Ⅱ、Ⅲ级围岩的掌子面稳定性为A级。     

郑万高铁隧道大断面机械化施工关键技术研究

为实现大断面隧道机械化施工,针对郑万高速铁路湖北段隧道机械化施工所面临的掌子面稳定性控制、支护结构参数优化、机械化施工工法及施工工艺参数选取等主要问题,采取现场试验、资料调研、理论分析等手段,提出掌子面稳定性综合分级方法及稳定性控制措施,并对超前支护、洞身支护参数进行优化。郑万高速铁路采用全断面法和微台阶法2种工法进行施工,同时,对高压劈裂注浆、低预应力锚杆、超挖控制、高标号初喷混凝土等施工工艺进行探索和应用; 在信息化项目管理平台的基础上,建立基于施工动态管理的隧道作业面分类管理方法。研究成果在郑万高速铁路的成功应用将极大提高隧道建设的机械化水平,为隧道机械化施工提供参考。