关于城市轨道交通钢轨选型的探讨和建议

根据钢轨制造技术的发展并结合轨道研究和设计领域的最新成果,对城市轨道交通钢轨定尺长度、钢轨质量及钢轨材质选择进行分析和探讨,并建议在钢轨选型时,应全面考虑不同线路布置特点,车辆及荷载情况,运输、施工及维修条件,建设工期,初期投资及运营成本要求等综合因素,力求使每条城轨交通中的钢轨选型方案在满足安全可靠的基础上,更具工程针对性和经济适用性.     

Analysis on the Effects of Overloading on the Mechanical Properties of Tunnel Structures in the Silty Ground --A Case Study of Sutong River-crossing GIL Utility Tunnel北大核心CSCD

Based on the Sutong GIL utility tunnel project, which is constructed by the shield machine under the river, and as for the overloading problem at the river bank slope during operating period, the refined threedimensional finite element model was established to study the deformation and cracking characteristics of the tunnel segment structure under different forms of overloading. The evolution laws of section convergence, joint opening and structural stress were analyzed, and the structure damage mechanisms were revealed under conditions of large area loading and local loading. The surface-surcharge control standard was proposed. For the big diameter shield tunneling crossing the silty clay, the research results show that: (1) the deformation failure process is divided into three stages under large area loading condition, taking the design load and compressive yield of rebars inside haunch as the critical points respectively. The first stage is characterized by the elastic stress, the second stage is in plastic state with fracture, and the third stage is accelerating deformation and instability stage. The vertical convergence is 110.5 mm with no opening of joints when rebars are yielded; (2)the deformation failure process under local loading condition is also divided into elasticity, plasticity and instability stages, taking the design load and tensile yield of rebars outside haunch as the critical points respectively. The vertical convergence is 152.6 mm with joint opening of 4.36 mm; (3) the early-warning values of additional stress on the ground under conditions of large area loading and local loading are 110 kPa and 70 kPa respectively. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

沥青路面抗滑性能衰减特性及评价指标适用性探讨

本文分析了沥青路面抗滑机理及目前检测评价指标,路面微观纹理及宏观构造是影响沥青路面抗滑性能的最主要因素,不同级配及粗集料的沥青混合料路面抗滑性能特点及规律有显著差异。根据运营某高速公路SMA类沥青混合料路面抗滑性能近5年的检测数据,探讨了针对SMA类沥青混合料采用横向力系数及构造深度作为沥青路面抗滑性能评价指标的适用性,建议运营高速沥青路面抗滑性能技术状况的检测增加构造深度指标,多维度对沥青路面抗滑性能进行安全有效的评定,利于绿色低碳公路养护技术的发展。     

软土地区类矩形盾构隧道同步注浆填充扩散压力空间分布模式

为解决类矩形盾构隧道同步注浆时易发生的浆液淤积问题,研究浆液在类矩形盾构隧道盾尾间隙内的填充扩散过程.根据流体力学原理,推导浆液在宾汉姆流体条件下的压力环纵向分布模式,得到软土地区类矩形盾构隧道同步注浆环向填充与纵向扩散的力学模型及计算方法;结合宁波市轨道交通3号线陈婆渡车站出入段线隧道工程实测数据,在验证理论模型合理...     

教学实习船“育明”号挡火风闸安装情况分析

上海海事大学48000DWT远洋教学实习船"育明"号是目前世界上吨位最大、设施最先进、功能最齐全的教学实习船。它虽然以散货船为母型船,但由于舱室布置和通风管系复杂,所以挡火风闸的安装布置也较普通散货船复杂很多,基本上SOLAS公约中涉及挡火风闸的各类条款,在该教学船上均有所体现。     

浅谈船舶建造成本的控制

成本控制已经成为企业生存和发展的重要环节,也是使企业在竞争中保持领先优势的关键因素,成本控制效果的好坏直接影响到企业的利润。本文通过阐述成本控制的含义,分析造船企业成本控制中存在的问题,并提出改进建议。     

Examining the influence of firm performance on business risk-taking and the mediation effect of scale of operations in the container terminal industry

Container shipping and its related service sectors help accelerate globalization of the world economy. This industry has been experiencing rapid growth, prompting container terminal operators to increase their handling capacity in response. Providing container terminal services requires substantial capital investment in physical assets such as cargo handling facilities and information systems. On the other hand, operating container terminals is a long-term investment that typically spans several business cycles. Hence prudent asset management using appropriate tools is critical for container terminal operators to sustain their businesses. Generally, due to risk-adverseness, investors are unwilling to take more risk in their investment unless they can reap a higher return. Contrary to this argument, this study finds no direct influence of better firm performance as a proxy of higher return on business risk-taking by container terminal operators. Instead, scale of operations is positively associated with business risk-taking, suggesting that container terminal operators with a larger scale of operations are willing to take more business risk.     

高桥墩桩基础的优化设计及因素分析

在高桥墩桩基屈曲能量法分析的基础上,提出兼顾结构稳定、强度和经济性的优化模型,并应用优化算法中非线性序列二次规划法,进行优化设计探讨,同时给出优化设计算法流程图,编制了相应的优化计算程序;为了解桥墩高度、轴向荷载、地基比例系数和混凝土弹性模量对于高桥墩桩基屈曲的影响,结合优化设计模型进行了因素分析,探讨了参数变量对目标函数最优值的影响规律和程度,比较结果说明,在进行高桥墩桩基的屈曲受力分析时,高桥墩的大变形影响不容忽视;而一般在工程设计中,可考虑将桩周土体和混凝土弹性模量的增强作用作为设计的安全储备。     

HEV控制器硬件在环仿真平台的研究与开发

针对控制器传统开发方法中存在的局限性以及混合动力汽车动力传动系统控制的复杂性,应用控制系统现代开发技术,为某型混合动力客车多能源动力总成控制器开发了硬件在环仿真测试平台,该平台包括实时硬件和系统模型、信号调理电路等,并利用它对控制器进行了仿真测试。仿真测试结果与试验结果说明,所开发平台模型的精度基本能够满足仿真测试要求。控制器的环境试验和在EMC试验中的成功应用以及控制器在车上的正常运行,验证了在混合动力汽车多能源动力总成控制器的开发过程中采用自行开发硬件在环仿真测试平台这一技术方案的可行性。     

旧混凝土路面破碎技术试验研究

常规破碎方式处理破坏严重的水泥混凝土路面时存在效率低、费用高的缺点。采用冲击破碎和MHB锤击破碎技术分别进行试验段的破碎试验,并通过对破碎后的破损情况调查、沉降测量、回弹模量和弯沉测试等手段对破损效果进行评价。试验结果表明:2种破碎方案混凝土路面破碎率均可达到要求,冲击破碎的沉降量大于多锤头破碎的沉降量,冲击破碎后测定的回弹模量值变异性较大。