沥青路面平整度的影响因素分析

通过对101线穿城路段沥青路面的实地调查,找出影响沥青路面平整度的各种因素,并通过因果分析提出了相应对策。     

30米箱梁混凝土外观质量通病防治与施工工艺初探

提出箱梁混凝土外观质量通病,分析原因,并从施工的角度提出防治30m箱梁外观质量通病的一种施工工艺——“弹性底模一次速浇法”。     

城市地下通道畅通可靠度算法研究

城市地下通道畅通可靠度的分析和计算对城市道路路网的畅通性和安全性意义重大.通过分析现有研究成果,对城市地下通道运行特点进行了研究,提出了几种关于城市地下通道畅通可靠度的计算方法,分别为基于地下通道功能函数、饱和度、车流密度和交通流统计.以武汉东湖通道为例,证明算法计算得到的东湖通道畅通可靠度与实际调查得到的交通状况一致...     

基于PLD的程控数字信号发生器设计与实现

用单片机和PLD实现了程控数字信号发生器.采用虚拟仪器的设计思想,开发了PC机软件编辑信号发生波形和信号发生控制字并下载到发生器中;将被动串行方式下配置PLD的过程集成到系统中,从而使系统脱离专用下载线独立运行;仿真并实现了控制字和有限状态机联合控制信号发生过程的方法.该系统已应用于舰艇装备研仿中,使用效果良好.     

基于Arcgis Engine的三峡梯级调度可视化气象业务系统

GIS与气象信息处理系统相结合,有利于研发表现形式更丰富、空间分析更精确的综合气象服务产品,而通用GIS开发技术与专业气象处理技术的有效融合是其中的关键问题,文中介绍了基于Microsoft.NET C#平台和ArcGIS Engine组件模式的专业气象信息可视化处理系统设计开发,有效解决了MICAPS专业气象数据与GIS环境之间的转换、共享和安全控制问题,并具有良好的扩展性.该系统在三峡梯调中心专业气象业务服务平台得到了充分的应用,并取得了良好的运行效果.     

新型钢箱梁桥面铺装方案影响因素分析

以大跨径钢箱梁桥为例,分析了在静力荷载条件下各种因素对桥面铺装的影响.轻集料混凝土铺装方案影响因素较多,重点就剪力钉间距、直径、高度、铺装层厚度和模量、车载以及跨径等影响因素进行了比较分析.结果表明,钢箱梁桥面的轻集料混凝土+剪力钉铺装方案总体上完全可以达到当前设计要求.     

工艺系统对滚压螺纹的影响

帮滚压法加工外螺纹时,组成工艺系统的任一环存在问题或它们的相互位置不正确,均会造成工件用目测不易发现或出现明显的折断螺纹,这种不正常螺纹在成形及校准过程中,又会反作用给工艺系统,造成不良后果。     

水下真空预压的加固机理及其密封铺膜施工工艺

水下真空预压与真空联合膜上覆水预压在应力状态和加固机理方面有着本质区别。水下真空预压过程中总应力不变,真空联合膜上覆水预压过程中土体总应力随膜上覆水厚度的增大而增大。水下真空预压的加固机理与陆上真空预压相同,即总应力不变的情况下,抽真空减小孔隙水压力,从而增大有效应力。水下真空预压前后的有效应力增长幅值与水深无关,其理论最大值为100 kPa。水下真空预压的关键施工工艺主要包括铺膜及密封工艺、真空泵选型与布置。从加固效果好的角度,应该采用类似挪威现场试验的密封膜密封和射流泵抽真空的组合,但水下真空预压施工的现场影响因素复杂,须根据现场实际情况选择性价比最优的方案。水下真空预压密封膜铺设装置专利技术集密封、滤管、出膜装置等功能于一体,实现完全水下环境下的密封膜的铺设及密封,减少水下作业,尤其适用于海上风电领域吸力桶基础的小范围的海底软黏土加固。     

Study on the Stress and Deformation Behaviors of a Deep and Irregular Foundation Pit as the Shield Launching Shaft in a Sea Reclaimed Cofferdam北大核心CSCD

With the development of the tunnel technology in China, the shield tunnel will become an important way to build the Sea-crossing channel. Taking the current largest diameter Shantou Bay shield tunnel in China as the engineering background, this paper introduces the challenges faced by the construction of the shield launching shaft in the reclamation cofferdam: e.g. deep, irregular excavation, deep silt layer and great influence of the seawater. Based on the practical conditions, a top-down construction technique of large ring beam considering two working conditions of foundation pit excavation and shield launching is proposed. Based on three-dimensional finite element analysis and field measurement, the stress characteristics and soil deformation of foundation pit are studied. The results show that the top-down construction technique of large ring beam can effectively control the deformation of the foundation pit and save construction time. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

Study on Reinforcing Technology System for the Overlapped Running Shield Tunnels underneath the Track Group of High Speed Railways北大核心CSCD

The large settlements of tracks will emerge due to multiple disturbances in the construction of over- lapped shield tunnels, which affects the running safety of trains. Based on the overlapped Sungang station-Honghu station shield running tunnels of Shenzhen Metro line 7 passing underneath 26 tracks of high speed railways, a rein- forcement technology system consisting of”track support + subgrade reinforcement + interlayer soil consolidation + internal support of the lower tunnel”was developed. The settlements of tracks were mainly monitored automatically with manual monitoring as an auxiliary one. The results show that the maximum settlement of main track caused by constructing overlapped shield tunnels is -5.9 mm which is less than the control value of 10 mm, ensuring the opera- tion safety and verifying the reliability and practicability of the reinforcement technology system. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.