干湿循环对水泥改良土疲劳强度影响的试验研究

通过振动三轴试验,研究干湿循环过程对水泥改良粉质粘土和水泥改良粉土疲劳强度的影响。结果表明:在动应力作用下,两种改良土的破坏均为脆性破坏;干湿循环次数对水泥改良土疲劳强度的影响与土类有关,而改良粉质粘土疲劳强度经1次干湿循环后,趋于稳定,而改良粉土疲劳强度经2次干湿循环后才趋于稳定;稳定后的疲劳强度大约下降为静强度的38%左右。水泥改良土的破坏塑性应变随干湿循环次数增加有所增加,但是不超过2%。     

Line haul interstation spacing for low cost feeder modes

The choice behaviour of low cost travel (LCT) modes is very sensitive to travel distance. A line haul system designed on the basis of current planning practice of locating widely spaced stations to cater auto and bus feeder modes with the primary objective of gaining travel speed is hostile to non‐motorized and low cost feeder modes. With the revival of interest in promoting the use of walk'n ride and bike'n ride modes, there is a need to develop an appropriate tool to examine the effect of their specific characteristics in establishing the number and location of stations.

A generic normative behavioural hybrid model for locating the cost minimizing number and location of stations is developed for an LCT‐fed line haul system. The model considers the system with many to many two dimensional line haul demand density function in which the density varies in both x‐ and y‐directions. The feeder mode choice behaviour is incorporated in the model by integrating probability‐access/egress distance function with the objective function. Explicit functional relationships among the parameters of these feeder modes such as modal share as a function of access/egress distance with the parameters of line haul systems are developed. Dynamic programming is used to minimize the system cost. The generic model is shown to collapse into several simplified models capable of yielding approximate solutions for several well known special cases. It has been shown that location of stations is sensitive to the through load on board as well as users’ cost that defines the choice behaviour at large. Numerical examples are presented to demonstrate the applicability of the model.     

Passenger conveyor economics

Operating and capital costs for a high speed conveyor are estimated from cost data for low speed conveyors and from estimates for high speed designs. Unit costs are developed with reference to theoretical and practical conveyor capacities, and to the effect of traffic peaking on average utilization. User benefits are modelled as the change in consumers surplus arising from the introduction of a conveyor on a linear street as an alternative to walking. Cost and benefits vary widely depending on system design and location and on characteristics of travellers. Benefit measurements should reflect the effects on travel demand of a proposed installation, changes in value of time with changes in mode, and the effects of benefit “dilution” associated with limitations on access to the conveyor.     

GSM-R移动智能网中gsmSCF的性能测试

首先介绍gsmSCF在移动智能网中的地位，重点分析了gsmSCF的性能测试，分别从测试需求，测试方法及测试内容等3方面进行阐述。最后对gsmSCF互连互通测试做了简要分析。     

提高GPS定位精度的新方法

提出了一种提高ＧＰＳ定位精度的新方法。用该方法可以准确地对ＧＰＳ定位数据进行建模和一步预测，在此基础上通过自适应滤能够提高ＧＰＳ定位精度３－５倍。定点实时数据处理证明了此方法的有效性。     

太阳能直放站在铁路应用的实例

秦沈线山海关至锦州南段多为丘陵地区,路堑较多,路堑地段,部分地区出现弱场区现象。为使路堑地段弱场区的场强覆盖达到良好效果,增设了太阳能直放站。考虑到首次在铁路应用,为减少失误造成的危害,在保证工程工期的前提下采取先试验后推广的方式进行。在秦沈客运专线典型地点 K113～K115进行了试验。     

长城有机型发动机冷却液试验研究

为检验有机羧酸型发动机冷却液的性能，对使用该冷却液的捷达CTX型轿车进行了8万km的道路试验。试验过程中对其理化指标、外观和气味、金属试片腐蚀情况、橡胶和树脂相容性能以及添加剂的损耗进行了测试。试验表明，全有机型冷却液中的腐蚀抑制剂在金属试片表面生成稳定的化学保护膜，可以在低pH值下为黑色金属提供足够的腐蚀抑制保护。     

滑坡堰塞湖危险性预测与铁路减灾策略

我国铁路已开始向滑坡堵江高危险区延伸,滑坡堰塞湖灾害链成为在选线设计阶段就应该防控的风险源。提出一套堵江危险性评估作业程式,以及各环节建议采用的理论公式。在此基础上以拟建的川藏铁路德沙滑坡为例,首先利用ANSYS有限元软件、FLAC3D三维有限差分软件建立三维滑坡模型,分析滑坡稳定性;然后利用经验公式计算大震情况下可能堵江的预测结论;最后预估堰塞湖影响范围,据此提出线路工程减灾对策。不仅可为研究区线位设计和重大工程布设提供参考,并希望通过范例性研究,推动山区铁路灾害链减灾技术的发展。     

14MnNbq,16Mnq钢及其焊接冲击韧性CVN试验研究

为全面了解铁路钢桥用材料的冲击韧性,对常用桥梁钢14MnNbq和16Mnq钢各种板厚的母材以及焊缝、熔合线试样进行系列温度冲击试验。对702个CVN冲击试验数据应用对数数学分析模型进行回归,得到桥梁钢和焊缝的通用计算表达式。研究结果表明:两种钢材的冲击韧性为三个区域带,即14MnNbq钢母材、14MnNbq钢焊缝和熔合线、16Mnq母材和焊缝;三个带的转脆起始温度依次为-30℃,-10℃和10℃;冲击功上台阶依次约为200J,150J和100J。     

磁悬浮列车电磁铁的磁场饱和与承载能力分析

对电磁（ＥＭＳ）型磁悬浮列车悬浮电磁铁的磁场进行了分析和有限元计算，指出了磁场饱和的原因及解决方法，同时还指出磁场漏磁的大小是影响列车承载能力的因素，最后给出了提高承载能力的方案设计。