上软下硬地层盾构隧道围岩应力释放率研究

为解决盾构隧道在上软下硬地层中掘进时开挖面应力释放率难以确定的问题，基于一种既有的体积损失率迭代求解应力释放率的方法，依托广州地铁21号线盾构穿越上软下硬地层实际工程，通过数值模拟研究掌子面不同软硬岩比例、不同埋深条件下的应力释放率变化趋势，并结合现场实测资料进行对比分析。研究结果表明： 1）在盾构隧道掘进穿越上软下硬地层分界面的过程中，围岩的初次应力释放率范围基本保持在24%~36%，且随掌子面硬岩比例的增加呈线性增加趋势； 2）相对于围岩条件而言，埋深对应力释放率的影响更小。此外，在盾构隧道穿越上软下硬地层的全过程模拟中，根据围岩变化情况随不同开挖步动态调整应力释放率这一做法较全程取一固定应力释放率值更为合理。     

"以公共交通为导向的开发"理念引导下的成都轨道交通站点综合开发体系框架

在成都市实施轨道交通引领城市发展的战略下,轨道交通站点综合开发是保障轨道交通可持续发展的现实需要及推动城市组织重构、动力升级的有效途径.通过文献研究,借鉴国内外先进城市TOD(公共交通导向开发)经验,总结站点综合开发的理念及先进做法.结合成都实际情况,提出成都轨道交通站点综合开发体系框架.     

酚醛树脂复合材料在轨道交通车辆上的应用

介绍了酚醛树脂复合材料试制的主要原材料、主要设备及仪器、试制流程及测试标准。详细阐述了酚醛树脂复合材料的氧指数、燃烧性能、机械性能、低密度等性能。分析了热压时间、热压温度及生产工艺对酚醛树脂复合材料性能的影响。试验证明,酚醛树脂产品的性能较为优良:热压时间控制在1.1~1.4 h时,复合材料的表面性能良好;热压温度为80~100℃时,可以得到表面质量细腻均匀的复合材料;适当调整生产工艺,可以提高酚醛树脂的产品质量、降低生产成本。     

单片机在无线通讯中的应用

采用可工作于433 MHz频段的无线射频收发模块n RF9E5,通过内嵌8051单片机C语言编程,实现多通道、短距离的数据传输。并在近距离范围内验证了所设计的无线通讯模式的可靠性和准确性。     

Characteristics analysis for travel behavior of transportation hub passengers using mobile phone data

The travel behavior of passengers from the transportation hub within the city area is critical for travel demand analysis, security monitoring, and supporting traffic facilities designing. However, the traditional methods used to study the travel behavior of the passengers inside the city are time and labor consuming. The records of the cellular communication provide a potential huge data source for this study to follow the movement of passengers. This study focuses on the passengers’ travel behavior of the Hongqiao transportation hub in Shanghai, China, utilizing the mobile phone data. First, a systematic and novel method is presented to extract the trip information from the mobile phone data. Several key travel characteristics of passengers, including passengers traveling inside the city and between cities, are analyzed and compared. The results show that the proposed method is effective to obtain the travel trajectories of mobile phone users. Besides, the travel behavior of incity passengers and external passengers are quite different. Then, the correlation analysis of the passengers’ travel trajectories is provided to research the availability of the comprehensive area. Moreover, the results of the correlation analysis further indicate that the comprehensive area of the Hongqiao hub plays a relatively important role in passengers’ daily travel.

     

GSM-R中跨SGSN更新时源SGSN域名解析数据的智能生成方案设计

源SGSN域名解析数据是GSM-R网络编号方案数据中重要的需跨局制作的一类数据。由RAI编码构造生成,在跨SGSN路由区更新时,存储于DNS中,以解析源SGSN的IP地址。全路400多条G网线路,错综复杂的基站引用关系,导致数据复杂多样。针对该情况,利用聚类分析和关联规则分析算法,研究源SGSN解析数据的智能生成方案,提高数据的全面性、准确性,从而有效保障GSM-R分组域应用业务的正常运转。     

4350标准箱集装箱船局部噪声控制初探

船舶噪声不仅影响船员的身体健康,而且影响船舶性能。国际海事组织发布《船上噪声等级规则》,该规则对船舶噪声提出更高、更严的要求。本文以4 350标准箱高速集装箱船为研究对象,对不符合噪声要求的区域提出改进措施,通过实船测量验证该船噪声等级已符合新规范要求。其改进措施可供其他船舶参考。     

土压平衡盾构施工中泡沫改良砾砂土的试验研究

为了解决土压平衡盾构在砾砂土地层掘进过程中,土体塑流性差、刀盘及螺旋输送机磨损严重和开挖面平衡不易保持等问题,通过自制泡沫发生器发泡,对砾砂土地层的泡沫改良技术进行室内试验研究,分析气液比、含水率和泡沫掺量对塑流性的影响和改良前后土样的渗透系数的变化规律,得出泡沫发生器气液比在30∶1~55∶1、含水率为5%~12.5%、泡沫掺量为20%~40%时,土体具有较好的塑流性,泡沫的"轴承效应"和泡沫剂中表面活性剂的亲水基团与水、砾砂土颗粒形成的氢键是塑流性提高的根本原因;使用泡沫剂改良砾砂土后,渗透系数大幅降低,掺泡沫后在280 min内渗透系数随时间变化较小,能达到10~(-5)cm/s,泡沫剂溶液中高分子化合物的联结和液桥力是土样具有堵水作用的原因。     

A new model for temporal–spatial stochastic analysis of vehicle–track coupled systems

The vehicle–track coupled system has a random nature in the time–space domain. This paper proposes a computational model to analyse the temporal–spatial stochastic vibrations of vehicle–track systems, where the vehicle–track system is divided into a vehicle subsystem, track subsystem, and interfacial subsystem between the wheel and rail. In this model, the time-varying randomicity of dynamical parameters of the vehicle system, correlation, and randomness of the track structural parameters in the time–space joint dimensions, and randomness of the track random irregularities are considered. A probability dimension-reduction method was used to randomly combine different random variables. Furthermore, the probability density evolution method was applied to solve the delivery problem of probabilities between excitation inputs and response outputs. The temporal–spatial stochastic vibrations of the vehicle–track system with different coefficients of variation were studied, in which we assumed that the dynamic parameters obeyed the normal distribution, and the stochastic simulation method of the track random irregularities is probed into. The calculated results from this model are consistent with the actual measured results and physical conceptions. Thus, the temporal–spatial stochastic evolutionary mechanism can be explored, and the limits of dynamic indices can be formulated by using this developed model.