长江口围垦工程越浪数值模拟研究

运用基于非线性浅水方程的SWASH模型对长江口围垦工程的越浪进行模拟研究。采用垂向结构提高了模型的色散性,使模型适用于深水区,考虑垂向加速度的作用,使浅水区域的模拟更加精确。根据实际具体工程对模型进行验证并与海堤规范计算结果进行比较。研究表明:该模型和海堤规范都能很好地对越浪量进行计算,模型计算结果更为精确,工程中栅栏板对波浪的耗散等还需在数模中进一步概化和优化。     

长江宜宾—重庆航道浅滩整治措施分析

2003年以来长江宜宾—重庆段航道陆续按Ⅲ级航道标准进行了系统建设。建设过程中结合具体河势及碍航情况采取了单纯疏浚,顺坝与潜坝结合,疏浚配合丁坝、丁顺坝,疏浚、筑坝、护底配合等浅滩治理措施。结合实例对浅滩整治措施和效果进行分析。     

城市轨道交通线网实施规划工作要点研究

城市轨道交通线网规划存在对实施规划内容认识不够、研究深度不足等问题。对实施规划研究中的系统模式、线路方案、车站、控制性重难点工程、车辆基地、资源共享等规划的工作要点进行分析说明,并通过实际案例对可能影响线网实施性的重要因素,如外部环境、控制性重难点工程等进行研究,总结提炼线网实施规划工作过程中的着眼点。最后提出实施规划需与线网规划进行实时互动、处理好与既有线网的关系并及时开展轨道交通用地控制规划等工作建议,以确保轨道交通线网架构的稳定性和方案的可实施性。     

钢桥面板顶板-纵肋连接接头的疲劳性能

对钢桥面板整体模型进行了有限元分析。结果表明,顶板横向应力在横桥向的分布表现出类似弹性支承多跨连续梁的受力特点,且顶板横向应力基本全部为弯曲应力,膜应力很小,在顶板-纵肋连接处纵肋应力远小于顶板横向应力。顶板-纵肋连接处的应力纵向和横向影响线很短,疲劳验算可不考虑同一车辆轴重间的相互影响及多车效应。增加顶板厚度可大大降低顶板的应力幅,铺装层的完整性对钢桥面板十分重要。此外,还对该类型接头的疲劳分级及现行欧洲规范Eurocode和美国规范AASHTO LRFD的相关条款进行了分析。为考虑车辆荷载通过引起的非成比例多轴疲劳效应,轮荷载滚动加载足尺模型试验和分析方法需要进一步深入研究。     

Legal and practical consequences of not complying with ISM code

Almost a decade since port corporatization was introduced in Australia it is becoming clear that initial objectives are not being realized. This paper explores some of the legal and legislative causes, the effect on port operation and investigates what necessary conditions are required to deliver an effective corporatized port business. The paper argues that effective corporatization is a product of effective legislation—one which, while emulating private sector business practices—can deliver a business model that is innovative, entrepreneurial, commercially oriented and free from self-serving political constraints.

The legislation and corporatized artifacts in Australian mainland ports have failed, in general, to deliver this. Arguably, the legislation has, in fact, created a model with inherent flaws and serious contradictions. The legislation enacted is such that while it has set in place a model that articulates commercial objectives, the model created is in fact one in which political objectives may override commercial ones; where strategy may be determined by a bureaucratic elite without the requisite skills and insights, and the resultant strategy appears ad hoc; and a corporate culture that frequently has failed to transcend that of the statutory authority and public utility model. This paper will test these assertions against the developments in the port of Melbourne.     

大粒径填料二次变形模量Ev2对比试验研究

通过对国内外标准进行研究,提出了承载板直径为40、60 cm的二次变形模量E_v2试验的试验方法。结合北京至上海高速铁路、北京至石家庄客运专线新建铁路路基施工现场的对比试验,对试验数据进行分析,得出承载板直径为30、40、60 cm的二次变形模量E_v2试验结果之间的相关关系,分析了填料最大粒径对试验结果的影响。     

Dynamic simulation of train–truck collision at level crossings

Trains crashing onto heavy road vehicles stuck across rail tracks are more likely occurrences at level crossings due to ongoing increase in the registration of heavy vehicles and these long heavy vehicles getting caught in traffic after partly crossing the boom gate; these incidents lead to significant financial losses and societal costs. This paper presents an investigation of the dynamic responses of trains under frontal collision on road trucks obliquely stuck on rail tracks at level crossings. This study builds a nonlinear three-dimensional multi-body dynamic model of a passenger train colliding with an obliquely stuck road truck on a ballasted track. The model is first benchmarked against several train dynamics packages and its predictions of the dynamic response and derailment potential are shown rational. A geometry-based derailment assessment criterion is applied to evaluate the derailment behaviour of the frontal obliquely impacted trains under different conditions. Sensitivities of several key influencing parameters, such as the train impact speed, the truck mass, the friction at truck tyres, the train–truck impact angle, the contact friction at the collision zone, the wheel/rail friction and the train suspension are reported.     

新型公路隧道降噪吸音砂浆的制备工艺

文章根据公路隧道对降噪吸音材料的特殊要求,以水泥、陶砂、膨胀珍珠岩等材料为主要原料,结合一系列的拌制工艺,研制出一种环保无污染、防火、防撞击、施工方便快捷、喷覆式的新型隧道吸音材料--陶砂膨胀珍珠岩吸音砂浆,并采用驻波管法测试砂浆的吸音性能.     

建设工程项目施工管理的风险分析及防范

本文针对项目施工管理中存在的主要风险,分析了风险产生的原因,提出了防范风险的建议和对策,以供同行交流讨论。     

船用中压发电机中性点接地电阻的整定计算

船舶中压电力系统不可忽视的问题是系统对地分布电容较大,发生接地故障时会产生较大的容性故障电流。针对这一情况,本文开展理论研究,首先合理选择了发电机高阻接地方式。然后依据现有标准规范要求,通过参数计算得到了某船中压电力系统接地电阻值。最后,从限制系统过电压、保证人员安全、保证继保装置灵敏度等方面校验了接地电阻参数的合理性。