路桥施工企业依法加强人力资源管理初探

文章结合企业人力资源管理实践,根据《劳动合同法》的相关规定,分析了当前路桥施工企业人力资源管理存在的问题,提出了加强路桥施工企业人力资源管理的新思路,为路桥施工企业的人力资源管理提供参考。     

单层铺筑大厚度水泥碎石结构施工控制方法

文章以广西岑溪至梧州高速公路工程为例,介绍采用大吨位压路机,一次性摊铺碾压成型大厚度水泥碎石基层的施工流程,并通过对试验路段的钻芯取样实验,验证采用该施工方法的可行性.     

Simulation of dynamic interaction between train and railway turnout

Dynamic train–track interaction is more complex in railway turnouts (switches and crossings) than that in ordinary tangent or curved tracks. Multiple contacts between wheel and rail are common, and severe impact loads with broad frequency contents are induced, when nominal wheel–rail contact conditions are disturbed because of the continuous variation in rail profiles and the discontinuities in the crossing panel. The absence of transition curves at the entry and exit of the turnout, and the cant deficiency, leads to large wheel–rail contact forces and passenger discomfort when the train is switching into the turnout track. Two alternative multibody system (MBS) models of dynamic interaction between train and a standard turnout design are developed. The first model is derived using a commercial MBS software. The second model is based on a multibody dynamics formulation, which may account for the structural flexibility of train and track components (based on finite element models and coordinate reduction methods). The variation in rail profile is accounted for by sampling the cross-section of each rail at several positions along the turnout. Contact between the back of the wheel flange and the check rail, when the wheelset is steered through the crossing, is considered. Good agreement in results from the two models is observed when the track model is taken as rigid.     

沈阳市奥林匹克体育中心室外广场铺装设计

通过通俗易懂的语言阐述了北方寒冷地区大尺寸花岗岩板铺设的大面积广场的设计过程,旨在为今后类似广场的结构、铺设图案、竖向等设计提供一定的借鉴.     

Mathematical modelling of train–turnout interaction

The paper proposes a mathematical model of train–turnout interaction in the mid-frequency range (0–500 Hz). The model accounts for the effects of rail profile variation along the track and of local variation of track flexibility. The proposed approach is able to represent the condition of one wheel being simultaneously in contact with more than one rail, allowing the accurate prediction of the effect of wheels being transferred from one rail to another when passing over the switch toe and the crossing nose. Comprehensive results of train–turnout interaction during the negotiation of the main and the branch lines are presented, including the effect of wear of wheel/rail profiles and presence of track misalignment. In the final part of the paper, comparisons are performed between the results of numerical simulations and line measurements performed on two different turnouts for urban railway lines, showing a good agreement between experimental and numerical results.     

滑动标准差在轨道几何区段状态评价中的应用

轨道质量指数TQI为左高低、右高低、左轨向、右轨向、轨距、水平、三角坑各单项标准差的和。各单项项目的标准差直接体现了此项几何不平顺的输入能量,表现为此项几何不平顺的离散程度,当它的值越大时,表明轨道状态较差,对车辆的激励能量大。针对目前分段标准差计算方式不能完全反映轨道质量状态最差的区段、评判结果存在离散性等缺点,提出利用滑动标准差计算方式对轨道区段状态进行评价的方法。通过研究确定合适的计算长度200 m和移动步长20 m,并利用京沪线9~10月份检测数据进行试用,结果表明:滑动标准差不仅能够找到轨道质量状态最差的区段,还能找出更多超出管理值标准的区段,且在识别不良区段的起止位置(长度)和评判结果一致性方面,也明显好于目前的分段标准差计算方式。     

半刚性基层材料动态模量研究

文章针对我国常用的水泥稳定碎石和二灰稳定碎石两种半刚性材料,通过大量的室内试验研究,建立了两种材料动态模量与无侧限抗压强度和静态模量的关系,为没有条件进行动态模量试验的单位进行路面结构设计提供建议。     

砂石路养护机械化配置方案

简要叙述了目前国内砂石道路的使用状况及主要病害后，就砂石路面养护机械化的作业范围，提出了以县级及下属养护工区为主体的砂石路养护工作的具体内容及其详尽的养护机械配置方案。     

Fuzzy and adaptive fuzzy control for the automobiles’ active suspension system

Two typical criteria for good vehicle suspension performance are their ability to provide good road handling and increased passenger comfort. The main disturbance affecting these two criteria is terrain irregularities. Active suspension control systems reduce these undesirable effects by isolating car body motion from vibrations at the wheels. This paper describes fuzzy and adaptive fuzzy control (AFC) schemes for the automobile active suspension system (ASS). The design objective is to provide smooth vertical motion so as to achieve the road holding and riding comfort over a wide range of road profiles. The efficacy of the proposed control schemes is demonstrated via simulations. With respect to the optimal linear quadratic regulator (LQR), it is shown that superior results have been achieved by the AFC.     

The future of road safety: A worldwide perspective

Estimates by the World Health Organization suggest that, on a yearly basis, road crashes kill 1.25 million people—nearly 3400 road fatalities per day—and injure up to 50 million. Traffic injuries are not equally spread over the world, however; some countries are hit harder than others, and the chance of being killed in a road crash depends on where one lives. Almost 90% of all traffic casualties occur in low- and middle-income countries (LMIC). Globally, the number of fatalities per 100,000 population (mortality rate) ranges from less than 3 to almost 40. The rate is less than 9 in high-income countries (HIC) but averages around 20 in LMIC, with the African region demonstrating the highest rate (26.6). While road safety trends have been positive in HIC over the last few decades, trends in LMIC are not telling a positive story: road fatalities are expected to increase to almost 2 million road fatalities per year by 2020.The United Nations has adopted several resolutions on road safety and proposes actions to tackle the global road safety crisis. Considering the current level of road safety to be unacceptable, the UN has taken several initiatives. One effort, the Decade of Action for Road Safety 2011–2020, has generated substantial activity around the world over the last couple of years. Furthermore, it is very encouraging that the UN included road safety in the Sustainable Development Goals that it laid out in September 2015. Road safety is part of the public health agenda and the urban development agenda. Measured in “real actions,” however, the responses so far from the overall global community and individual countries do not suggest that we are already on the right track to bringing down the death toll on roads.The future of road safety is uncertain and definitely not the same for all regions of the world. Countries with a mature road safety approach and an ambition to make further progress are expected to move in the direction of a pro-active approach: a Safe System approach. It is reported that many LMIC, meanwhile, are on the brink of designing road safety strategies and implementing action plans. The international community is willing to support LMIC, but LMIC cannot simply copy successful HIC strategies because local circumstances differ. The principles of successful HIC strategies are applicable, but the priorities and action plans should take root in and align with local conditions.