高架快速路上跨宝鸡东编组站方案比选

宝鸡市斗中路高架快速路,跨越宝鸡东编组站的10股轨道线和铁路专用线,同时桥下的城市主干路以框架桥的形式下穿宝鸡东编组站。桥位处需保留现状的地面交通、铁路框架桥和周围的高层建筑,桥址处空间局促,建设条件复杂,导致桥梁墩位布置困难。桥梁的布置方案与施工方案相互影响和制约。上跨方案是控制整条快速路的关键节点。综合考虑主墩的合理位置、恰当的孔跨布置和适宜的施工方案,对矮塔斜拉桥、刚构桥等方案进行详细的对比分析,确定采用(97+97)m的转体刚构桥方案。该方案的安全性和经济性均较优。该桥方案的研究过程和方法,为类似的复杂城市环境下,建设高架桥梁跨越铁路编组站提供参考和借鉴。     

新疆钢渣成渣工艺及集料化分析研究

本文通过对新疆不同成渣工艺及钢渣矿物化学组成、稳定性、物理指标进行分析,阐述了新疆钢渣技术现状,推动钢渣在公路工程中的资源化利用。新疆钢渣主要集中于北疆的乌昌地区,在热泼法和热闷法两种成渣工艺下,钢渣化学矿物成分相对稳定,属于高碱活性材料,并具有胶凝特性,同时具有一定工程级配。f-CaO含量热闷法小于热泼法,并且在自然环境下可陈化降解,有利于钢渣的稳定性。钢渣物理指标优于新疆常规碎、砾石材料,可集料化用于公路工程建设。此外,钢渣在工程应用中具有显著的经济和生态效益。     

汉巴南铁路兰渝联络线电分相设置方案研究

联络线电分相设置方案影响因素众多,且其设置与否对工程和运营的影响也较大。本文对汉巴南铁路兰渝联络线电分相设置方案进行研究,提出高速铁路设置关节式电分相联络线最短长度;对联络线电分相不同设置方案进行比选研究,并结合各方案的土建工程、信号系统、供电系统及限制因素提出布局优化措施,以期为联络线电分相合理设置与优化布局提供新思路。     

联锁设备双系通信中断故障解决方案

针对联锁设备运用过程中出现的双系通信中断问题,分析故障原因,提出预防维修方案.减少故障延时和运行维护成本,降低安全风险。     

Evaluating the knowledge of experts in the maritime regulatory field

Regulations are introduced by the International Maritime Organization (IMO) into the maritime industry as the result of safety accidents and/or pollution incidents. When there is lack of historical data, then the IMO appoints experts in order to collect information regarding the costs and benefits generated to a stakeholder of the maritime industry once implementing a maritime regulation. Therefore, the role of experts in providing qualitative and quantitative information is crucial with respect to the quality of the maritime regulatory process within the IMO or other regulatory authorities. In this article, a methodology is proposed involving common criteria in determining the expertise of an individual in the maritime regulatory field. As essential part of the research methodology, analytic hierarchy process (AHP) is utilized to determine the expertise of an individual based on his/her own judgements. The regulatory authorities and other stakeholders of the maritime industry may use this method when selecting experts for decision-making. In this article, a simulation is carried showing the potentials of the AHP methodology in expertise evaluation followed by a case study.     

Urban single-lane roundabouts: A new analytical approach using multi-criteria and simultaneous multi-objective optimization of geometry design,efficiency and safety

Building safe and effective roundabouts requires optimizing traffic (operational) efficiency (TE) and traffic safety (TS) while taking into account geometric factors, traffic characteristics and local constraints. Most existing simulation-based optimization models do not simultaneously optimize all these factors. To capture the relationship among geometry, efficiency and safety, we put forward a model formulation in this paper. We present a new multi-criteria and simultaneous multi-objective optimization (MOO) model approach to optimize geometry, TE and TS of urban unsignalized single-lane roundabouts. To the best of our knowledge, this is the first model that uses the multi-criteria decision-making method known as analytic hierarchy process to evaluate and rank traffic parameters and geometric elements of urban single-lane roundabouts. The model was built based on comprehensive review of the research literature and existing roundabout simulation software, a field survey of 61 civil and traffic expert engineers in Croatia, and field studies of roundabouts in the Croatian capital city of Zagreb. We started from the basis of Kimber’s capacity model, HCM2010 serviceability model, and Maycock and Hall's accident prediction model, which we extended by adding sensitivity analysis and powerful MOO procedures of the bounded objective function method and interactive optimization. Preliminary validation of the model was achieved by identifying the optimal and most robust of three geometric alternatives (V.1-V.3) for an unsignalized single-lane roundabout in Zagreb, Croatia. The geometric parameters in variant V.1 had significantly higher values than in the existing design V.0, while approaches 1 and 3 in variant V.2 were enlarged as much as possible within allowed spatial limits and Croatian guidelines, reflecting their higher traffic demand. Sensitivity analysis indicated that variant V.2 showed the overall highest TE and TS across the entire range of traffic flow demand and pedestrian crossing flow demand at approaches. At the same time, the number of predicted traffic accidents was similar for all three variants, although it was lowest overall for V.2. The similarity in predicted accident frequency for the three variants suggests that V.2 provides the greatest safety within the predefined constraints and parameter ranges explored in our study. These preliminary results suggest that the proposed model can optimize geometry, TE and TS of urban single-lane roundabouts.     

基于物元分析法的公路桥梁损伤等级评定研究

在构建桥梁损伤等级评定指标体系的基础上，采用 AHP确定了各指标的权重，运用物元分析的方法建立了桥梁损伤等级评定的数学模型，并利用模型评定结果，得到了某桥梁的损伤等级。     

隧道内车站信号系统方案研究

介绍了铁路线路长大隧道内设置车站时,可采用的信号系统方案.结合新建金华至台州铁路工程磐安至里林站区间隧道内车站设置方案,对车站联锁、运输调度指挥、集中监测等信号系统方案进行了研究和探讨.     

柴油机气门导管断裂影响因素分析及改进

针对某柴油机气门导管在整机台架试验过程中发生的横断和纵裂失效故障,对气门导管的材料性能、结构应力、微动磨损、热变形、装配工艺等影响因素进行了分析。分析结果表明:材料力学性能差和装配过盈量较大造成的应力集中和微动磨损是气门导管横断的主要原因;液氮人工压装的装配工艺是造成气门导管纵裂的主要原因。据此提出新方案气门导管,并通过了整机台架试验验证。     

浅谈抱箍法盖梁施工

抱箍法作为无支架施工的一种新方法,在施工过程中体现出了其他方案不具备的优势。文章从实例出发,对抱箍的结构形式、受力计算、抱箍施工盖梁工艺等做了详细分析。