填石路基振动压实试验

通过选择压实设备来提高填石路基施工质量，探讨了施工过程中压实机具、铺层厚度、碾压遍数及沉降量等因素的相互关系以及影响填石路基施工质量的主要因素，为合理有效的填石路基压实工艺提供了依据。     

喷锚支护的时间效应与空间效应

喷锚支护是新奥法构筑隧道的主要支护手段，为使喷锚支护与围岩形成共同承载结构，必须在适宜的时机及根据适当的围岩变位量来确定恰当的喷锚支护结构。     

上海市公交柴油车碳烟排放的评估与分析

介绍了上海市道路交通以及公交汽车拥有量的发展；按照发动机购置年份、机型以及车队等统计上海市公交柴油车碳烟排放状况；追踪某一车队同一机型连续几年来的百公里油耗以及碳烟排放水平，分析了影响公交柴油车碳烟排放的各种因素；最后从管理方面提出加强I／M制度以降低公交柴油车碳烟排放。     

后置发动机城市公交车冷却系统的定性分析

简要介绍后置发动机城市公交客车冷却系统的布置结构,定性分析影响后置发动机城市公交客车冷却系统散热效果的各种原因,明确提高冷却系统散热效果的途径以及设计中的处理建议、注意事项等。     

低桩承台防汛墙微型桩基原位试验研究

本文针对苏州河综合整治某新建防汛墙工程实例 ,通过原位试验方法对低桩承台微型桩基桩土共同作用机理进行了初步的分析和讨论。     

异形变截面多室曲线箱梁桥的试验研究及三维有限元分析

在对某异形变截面多室曲线箱梁桥试验研究的基础上,构造可以综合考虑拉压、弯扭、畸变、剪力滞及其耦合作用的三维虚拟层合单元法,并对该异形桥梁进行空间有限元分析。理论分析和试验研究表明,利用此法对这种复杂的异形桥梁结构进行空间分析,具有模型单元少、计算效率和精度高的特点,完全可以满足实际工程的需要,是一种简单方便的实用计算方法。最后,综合考虑在一期恒载和纵向预应力筋作用下其应力的空间分布情况。研究成果可供工程设计和施工参考。     

无桥台斜腿刚架桥三维弹塑性分析

以武汉绕城公路K46 024 5跨线桥为原型,建立三维实体模型进行弹塑性分析,模型中考虑桥与周围土体的相互作用,得到无桥台斜腿刚架桥的真实位移、应力和破坏区域的分布,并与常规设计所采用的强迫位移法进行比较,分析常规设计计算的结果与桥的真实受力状态的差别。对于相互作用问题,本文提出土体计算范围与计算跨径的合理比值,从而为该桥型的设计与计算提供有重要参考价值的科研依据。     

基于CCP协议的HEV用ECU标定系统设计

CCP协议是基于CAN总线通信方式的车用ECU标定协议，具有通信可靠、传输速度快、通用性好等优点。在实时内核环境下设计了一套基于CCP协议的标定系统，并使用该系统实现了对混合动力电动汽车(HEV)动力系统中多个ECU同时标定的工作。     

Bus Priority Using pre-signals

The need to provide efficient public transport services in urban areas has led to the implementation of bus priority measures in many congested cities. Much interest has recently centred on priority at signal controlled junctions, including the concept of pre-signals, where traffic signals are installed at or near the end of a with-flow bus lane to provide buses with priority access to the downstream junction. Although a number of pre-signals have now been installed in the U.K., particularly in London, there has been very little published research into their design, operation and optimisation. This paper addresses these points through the development of analytical procedures which allow pre-implementation evaluation of specific categories of pre-signals. The paper initially sets out three categories of pre-signal, which have different operating characteristics, different requirements for signalling and different impacts on capacity and delay. Key issues concerning signalling arrangements for these categories are then discussed, together with a summary of the analytical approach adopted and the assumptions required. Equations are developed to allow appropriate signal timings to be calculated for pre-signalised intersections. Further equations are then developed to enable delays to priority and non-priority traffic, with and without pre-signals, to be estimated with delay being taken here as the key performance criterion. The paper concludes with three application examples illustrating how the equations are applied and the impacts of pre-signals in different situations.The analyses confirm the potential benefits of pre-signals, where these signals apply to non-priority traffic only. Where buses are also subject to a pre-signal, it is shown that disbenefits to buses can often occur, unless bus detectors are used to gain priority signalling.     

偏压连拱隧道病害分析及治理措施

基于某高速公路偏压连拱隧道衬砌发生严重破坏和隧道上方发生较大规模的山体开裂等病害,采用地震CT手段对隧道周围的工程地质进行了探测;根据现场监测数据,分析了隧道支护结构的受力状态及其安全性;对复杂地质条件下两种典型的施工方案进行了动态施工的数值模拟,对比分析了不同施工方案对围岩稳定和衬砌受力的影响;探讨了衬砌发生严重破坏的原因,并提出了相应的治理措施。研究结果表明:连拱隧道内侧断裂带、上方松散层等不良地质条件和不合理的施工方案是导致隧道衬砌严重破坏和山体地表开裂的主要原因。研究结果为分析和治理偏压连拱隧道病害提供了依据。