高等级公路桥头跳车的成因及处治措施

分析了高等级公路产生桥头跳车的原因，并提出了处治措施。     

公路建设项目社会经济影响评价指标体系研究

分析了公路建设项目对社会经济的影响作用及公路建设项目社会经济影响评价的特点,建立了公路建设项目社会经济影响评价指标体系。     

有关超载车辆危害公路桥梁的浅析与思考

总结了超载车辆对各种公路桥梁的危害种类及其原因,并提出一些建议以供思考应用。     

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概要介绍了中国公路水路运输的基本能力和面临的主要挑战.分析了在未来中国国民经济持续快速增长，工业化、城市化进程加速形势下交通需求的主要特征，强调了要在科学发展观指导下加强对交通服务新理念的认识.针对建立综合运输体系问题，文章强调除了依托工程实践和科技创新增强系统整合与街接外，协调的体制、高效的机制更为重要.借鉴发达国家交通发展战略调整的经验，本文还提出了中国公路水路交通发展的战略目标以及重点行动.     

我国LNG动力船舶燃料加注技术

LNG动力船舶以其环保、节能等优势受到越来越多的国家和航运企业的关注。针对我国目前LNG动力船舶在政策法规、燃料供应和加注技术等方面存在的问题,对国内外LNG动力船舶燃料加注技术的发展趋势进行总结。通过分析我国LNG动力船舶的燃料加注方式和加注站的规模,提出促进我国LNG动力船舶应用发展的建议及措施。     

Modification of the Highway Capacity Manual two‐lane highway analysis procedure for Spanish conditions

The US Highway Capacity Manual (HCM) methodology is used in Spain to evaluate traffic operation and quality of service. The effect of passing manoeuvre on two‐lane highway operational performance is considered through adjustment factors to average travel speeds and percent time spent following. The procedure is largely based on simulations in TWOPAS and passing behaviours observed during US calibrations in the 1970s. It is not clear whether US driving behaviour and vehicles' performance are comparable with Spanish conditions. The objective of this research is to adapt the HCM 2010 methodology to Spanish driver behaviour, for base conditions (i.e. no passing restrictions). To do so, TWOPAS was calibrated and validated based on current Spanish passing field data. The calibration used a genetic algorithm. The case study included an ideal two‐lane highway with varying directional traffic flow rate, directional split and percentage of trucks. The updated methodology for base conditions is simpler than the current HCM 2010 and does not rely on interpolation from tables. Copyright © 2016 John Wiley & Sons, Ltd.     

PCM+“短接法”在站场埋地管道定位中的应用

为了实现站场内埋地管道的非开挖定位,借鉴长输管道定位技术,采用PCM+探索实现站内管道定位的方法。站场内管道错综复杂,用电设备干扰大,按照正常信号加载方式,电流信号在埋地管道和用电设备之间无序流动,无法实现目标管道准确定位。采用PCM+"短接法",用金属导线将发射机与待检埋地管道直接相连,不经过地网,而形成"发射机-导线-管道-导线-发射机"的封闭回路,接收机可准确探测到埋地管道的位置,现场试验效果良好,经开挖验证后发现误差小于100 mm。     

A G/G(n)/C/C state‐dependent simulation model for metro station corridor width design

Metro station corridor and passengers are described as a G/G(n)/C/C state‐dependent queuing system with a general random arrival interval G and a general random and state‐dependent service time G(n) to offset the shortcomings in existing design methods. The corresponding G/G(n)/C/C state‐dependent discrete event simulation model is developed, and its high‐fidelity is tested. Then the optimization algorithm based on the simulation model is designed to determine corridor width. The proposed simulation optimization method and the existing analytical optimization methods, based on M/G(n)/C/C and D/D/1/C queuing models, are applied to design corridor width in a numerical example of 48 combinations of passenger flow rates and level of service (LOS). The designed corridor widths are tested in a micro‐simulation model, and the performance measure is compared. The result shows that the corridor widths obtained by the new method are 0.357 m (7.4%) larger than that of the other two methods on average; the area per passenger of the new method increases 10.53% and 11.63%, respectively, compared with that of the other two methods; the widths designed by the new method satisfy the requirement of LOS under various passenger flows, whereas 93% of the corridor widths obtained by the other two methods fail to meet the requirement of LOS, and the corridor widths designed by the new method have high elasticity coefficients of LOS‐width. Copyright © 2015 John Wiley & Sons, Ltd.     

基于反分析法的均质路堑滑坡治理技术研究

反分析方法与计算机技术的结合使其功能越来越强,在实际工程中得到越来越多的应用与研究。采用反分析法确定边坡岩土体抗剪强度参数从而得出对滑坡治理的设计参数。基于简化Bishop法建立反分析极限平衡方程,并采用计算剖面多组单参数反演与统计比较分析相结合的方法,优化反算岩土抗剪强度参数值。该方法应用于某均值路堑滑坡治理工程并得以论证,表明了反分析法应用于滑坡治理的可行性与正确性。     

公路设计中的缺陷及解决措施

公路在我国的交通中占有重要的一席之地,对我国的经济贡献巨大。近年来,公路的损毁问题也越来越严重,由于公路的损毁导致的交通事故屡见不鲜。因此本文对公路设计中的缺陷及解决措施进行了探讨,提出了一定可行的解决措施。这些解决措施对公路的设计具有一定的参考价值。