在斜交十字交叉口内设置车辆待行区的研究

针对斜交十字交叉口存在的安全隐患等问题,提出为锐角进入交叉口的次路车流设置车辆待行区,使支路车流可以分两个阶段通过交叉口．以一级公路为例,运用概率论和排队论计算了车辆待行区所适应的交通量范围,给出了通行能力的计算方法．在不同交通量情况下,比较了普通让行、信号灯和设置车辆待行区三种交叉口控制方式的延误．     

Travel Behavior Analysis of the Females in Beijing

In urban life, compared with the same age group of male contrast, the statistical indicators of female travel behavior show significant differences. According to the sample data of Beijing 2005 travel survey, the paper analyzes the female travel behavior in the travel rate, travel consumption, trip purpose, and travel mode. Furthermore, the paper introduces the concept of the trip chain, to construct a female morning commuter trip chain choice behavior model with noncollection theories and methods, to analyze 10 factors that influence a female individual's choice of a trip chain from the source. Subsequently, model parameters are estimated, to calculate the incidents that can help to quantitatively understand the impact of each factor on a female's choice of the trip chain. The results show that the travel rate of elderly women is far lower than that of elderly men. Female travel proportion in shopping and social activities is obviously higher than that of male travelers, and factors related to the structure of families create important constraints in their average travel time consumption. The main travel mode of the female is walking, which is far more than that of a male. Age, whether they hold licenses, monthly income, and transport ownership are dominant factors for the female's choice of the trip chain.     

Analytical Approach to Evaluating Transit Signal Priority

Successful deployment of transit signal priority (TSP) systems requires thorough laboratory evaluation before field implementation. Traffic simulation is a powerful tool in this regard; however, it requires tremendous efforts toward network coding, data collection, and model calibration. Besides, simulation models tend to be project specific, and the models developed for one project are often discarded upon the completion of that project. In this paper, it is shown that the impacts of two fundamental TSP strategies (early green and extended green) can be evaluated using an analytical approach. The impacts of the above two strategies on both the prioritized and the nonprioritized approaches are illustrated using graphical as well as analytical methods. A simulation study is then conducted for comparison analyses, followed by a statistical approach for the test of generality.     

锚墩下岩体瞬时弹塑性变形分析

从强风化岩质边坡的特点出发,运用弹塑性理论分析预应力锚索锚墩下岩体的弹塑性变形,同时结合分层总和法计算锚墩下的岩体力学性态,最终可以以D-P屈服准则确定岩土体的塑性屈服区域,以FLAC3D软件分析锚墩下的岩土体的弹塑性变形屈服特征.通过与分层总和法计算结果的对比分析,以及该方法在某公路边坡工程中的实际应用证明,此方法具有一定的可行性,能给预应力锚索设计和施工提供依据.     

一种新型的匝道控制方法

匝道控制是一种限制交通流量,解决高速公路交通拥挤的有效手段.传统的控制方法多采用单入口匝道控制,一种基于需求-容量差额控制的多匝道协调控制的新型算法能更有效地控制入口匝道.采用Vissim仿真软件对该算法进行仿真,仿真结果验证了该算法的有效性.     

AHP在路线方案比选中的应用

公路建设工程可行性研究中,路线方案分析是项目决策的重要环节.考虑到路线方案受到技术经济等条件的限制,因而路线方案选择往往也是整个可行性研究的难点.文章结合205国道沭阳段改扩建工程,运用层次分析法对项目路线方案进行了综合选定.     

关于散装化学品船安全运输的几点思考

本文分析了散装化学品的危险性和散装化学品船的特殊危险性,系统分析了散装化学品船安全管理中存在的主要问题,提出和总结了加强散装化学品船安全运输的几项措施。     

Modeling Feedback Scheme of Empty Cars in Unloading End of Heavy Haul Railway

The transportation organization of heavy haul railway is complex in China, especially, the feedback of empty cars. On the basis of reference to the existing research results, and deep analysis of the characteristics of empty cars distribution of heavy haul railway, the authors construct the feedback schematic model of empty cars in unloading end of heavy haul railway. The minimum quantity of the combined trains and the time for combination is taken as the model goal and solution algorithm on the basis of minimum cost and maximum flow is formulated. Daqin railway is taken as an example and relevant conclusions of feedback scheme of empty cars of heavy haul railway, through an analysis of calculation results, are drawn.     

In-plane Auto-Parametric Vibration of Inclined Cables under Random Transverse Excitation

In-plane auto-parametric stochastic vibration of inclined cables subjected to Gaussian white noise in transverse bridge orientation is investigated. Based on Newton＇s laws of motion and Galerkin＇s modal truncation principle, the influences of geometry nonlinearity induced by sag and large displacement of cables and the initial equilibrium state are taken into account. Meanwhile, the three-dimensional non-linear differential equations of inclined cables for coupling vibration are deduced, equivalent stochastic linearization method is applied to derive the 14-dimensional first-order nonlinear differential equations of state vectors, and the Runge-Kutta integration method is utilized to obtain the root mean square （RMS） response. Results show that when the transverse random excitation imposed on the stayed cable exceeds a critical value, the in-plane transverse vibration of the cable are excited due to tim auto-parametric nonlinear coupling, and the critical value of random excitation increases with the damping ratio. In this motion, the cable response possesses non-stationary characteristics, even though the loading keeps stationary.     

二灰冷再生沥青路面基层路用性能研究

通过对原路材料进行材料组成分析,并且通过对几种不同配合比的冷再生材料的无侧限抗压强度、劈裂强度、冲刷性能的初步研究,对二灰冷再生材料的性能做出了初步评价.二灰冷再生材料基本可以满足规范对沥青路面的半刚性基层的要求.