碱渣在道路路基处理中的应用研究

天津滨海新区中央大道经过原碱渣山,在地表以下有7 m的碱渣,由于碱渣含水量高、遇水强度显著降低,考虑到将其全部挖出造价过高,该文针对该种路基处理进行研究,对碱渣进行室内无侧限抗压强度、承载力测定,同时利用不同的辅料(水泥、石灰、粉煤灰)及土与碱渣进行掺配,利用碱渣作为路基处理填料,确定该种道路路基处理措施,并采用现场模拟试验进行沉降分析,以此确定中央大道经过碱渣山路基处理措施,并为碱渣在道路路基中的应用提供技术支持。     

土壤固化剂在天津空客A320工程道路中的应用研究

该文介绍了土壤固化剂在道路工程予以应用的一例试验研究。通过室内无侧限抗压强度、CBR承载比、回弹模量试验,为天津空客A320配套工程公路建设使用土壤固化剂处理路基确定了施工方案和保证施工质量的控制指标。其结果是:现场土添加4%石灰和土壤固化剂的无机稳定土做路床处理时,当压实度大于90.0%,其抗压强度可大于0.80MPa。现场土添加2%水泥、3%石灰和土壤固化剂做底基层无机稳定土时,压实度达到95.5%以上,则无侧限抗压强度可满足1.5MPa的要求。现场土添加3%水泥、3%石灰和土壤固化剂做公路基层无机稳定土时,无侧限抗压强度若要达到2.5MPa,压实度必须控制在97.6%以上。试验总结出的无侧限抗压强度与压实度的关系曲线,为道路建设质量控制提供了参考值。     

港口机械结构应力实时监测系统研究

为了掌握港口机械承载结构工作时的技术状态,采用动态应变仪进行数据采集,用Visual C 编写实时监控软件对采集的数据进行处理,实现对港口机械结构应力的在线实时监测.分析了港口机械结构应力实时监测系统的硬件组成和软件结构,提供了对动态应变仪进行操作的函数,给出了基于VC的动态应变实时监测软件的开发方法.     

钻孔灌注桩的施工技术和质量控制

就如何在钻孔灌注桩各个施工流程中加强质量控制等问题进行探讨,期望通过与同行们相互交流,达到提高施工水平的目的.     

基于CSCW的集成供应链环境下的外包运作模型

通过分析集成供应链(SCM)以及它的环境特点,提出在该环境下的外包类型和各种外包类型的功能.同时析述了集成供应链环境下的外包运作模型和基于CSCW(计算机支持的协同工作)的外包管理模型.通过一个运行实例分析和比较,该模型分析是可行和有效的.     

惯性负载制动器试验台设计及虚拟样机仿真分析

针对起重机械用制动器检测试验台的研发设计，对其惯性负载的转动惯量计算及组合惯性盘的几何尺寸进行设计，并运用ADAMS多体动力学分析软件对该制动器试验台关键的制动盘一制动器机构进行了建模及仿真分析，绘出了对应的仿真分析曲线．     

Influence of local and external processes on the annual nitrogen cycle and primary productivity on Georges Bank: A 3-D biological–physical modeling study

Georges Bank is one of the world's most highly productive marine areas, but the mechanisms of nutrient supply to support such high productivity remain poorly understood. Intrusions of nutrient-poor Labrador Slope Water (LSW) into the Gulf of Maine (NAO-dependent) potentially can reduce nutrient delivery to the bank, but this mechanism has not been quantitatively examined. In this paper, we present the first whole-year continuous model simulation results using a biological–physical model developed for the Gulf of Maine/Georges Bank region. This high-resolution three-dimensional coupled model consists of the Finite Volume Coastal Ocean Model (FVCOM) and a Nitrogen–Phytoplankton–Zooplankton–Detritus (NPZD) model, and was used to examine the influences of local and external processes on nitrogen and phytoplankton dynamics on Georges Bank. The model captured the general pattern of spatial-temporal distributions of nitrogen and phytoplankton and provided a diagnostic analysis of different processes that control nitrogen fluxes on Georges Bank. Specifically, numerical experiments were conducted to examine seasonal variation in nitrogen transport into the central bank (new nitrogen supply) versus nitrogen regenerated internally in this region. Compared with previous observation-based studies, the model provided a quantitative estimate of nitrogen flux by integrating the transport over a longer time period and a complete spatial domain. The results suggest that, during summer months, internal nitrogen regeneration is the major nitrogen source for primary production on the central bank, while nitrogen supply through physical transport (e.g. tidal pumping) contributes about 1/5 of the total nitrogen demand, with an estimated on-bank nitrogen transport at least 50% less than previous estimates. By comparing the model runs using different nitrogen concentrations in deep Slope Water, the potential influence of NAO-dependent intrusions of LSW was examined. The results suggest that the change of nitrogen concentration in the deep Slope Water may not have a significant impact on nitrogen and phytoplankton dynamics on the well-mixed central bank, largely due to limited nutrient exchange across the tidal mixing front and enhanced near-frontal nutrient uptake. However, relatively more significant impact was observed in the model simulations if both well-mixed and seasonally-stratified areas (inside 100 m isobath of the bank) were considered in flux calculations.     

ODB 工况下车体前纵梁路径变形模式控制方法及应用

在偏置变形壁障（Offset Deformable Barrier,ODB）工况下,因为壁障与车辆相对位置存在试验的允许偏差,导致前防撞横梁、吸能盒、前纵梁所受载荷在不同偏差位置下也各不相同,变形模式也可能产生差异,造成实际试验结果可能与计划不相符。在考虑试验偏差的情况下,详细分析前防撞横梁、吸能盒、前纵梁的力学特性,详述了各部品实现稳定变形模式的控制方法和应用结果。     

船用岸电技术综述

总结船用岸电技术的研究背景和发展现状,介绍了船用岸电系统的组成和供电方式,分析船用岸电技术对电能替代的推进作用、对节能减排的促进作用以及对港口环境的改善作用,并对船用岸电技术的研究方向提出了见解。     

铁路线路的归一化放样

铁路测量是铁路建设工程的一个重要组成部分,为使铁路测量更好地服务于铁路工程建设,确保铁路施工的高质量和高安全度,在实践的基础上提出了铁路线路的归一化放样思想,给出了铁路线路归一化放样的基本原则和合理技术要求,介绍了铁路线路归一化放样的技术关键,在铁路测量的高精度与高效率问题上进行了有益的探索。