风浪流联合作用下RMFC码头运动性能试验研究

RMFC码头作为连岸设施,周围布置有锚泊系统,其工作海域水深很浅,深度随距海岸线距离而变化。由于利用多刚体水动力学的计算分析难以保证结果的正确性,因此,采用试验方法研究RMFC码头的运动性能。假定单元间的接头和系泊系统可有效承担风、浪、流诱导产生的载荷,通过试验研究RMFC码头典型单元六自由度运动,以验证此种RMFC码头布置形式的有效性。     

广州地铁6号线的隧道通风设计

广州地铁6号线穿越老城区,因此隧道通风设计的控制因素较多.通过简化和输入合理的边界条件和参数,运用SES程序对该线路进行计算,针对隧道内温度和风量进行分析.指出在现有配置隧道通风系统的情况下,深埋隧道内近、远期的全线温度满足要求;单端设置活塞风井的"活塞效应"作用较大,隧道区间换气量达到《地铁设计规范》规定,且增设消声器对活塞风道的作用影响不大,设计优化、合理.     

PHC桩损伤处应力释放与水平受力影响分析

基于大型有限元软件ANSYS建立单桩有限元模型,以某5万DWT高桩码头为例,计算分析PHC桩在桩基完整性检测割桩处的应力释放以及损伤对水平承载的影响。结果表明:PHC桩在割桩损伤处应力释放明显,损伤区域应力变化剧烈,损伤处应力变化规律和应力集中系数与桩的预应力水平无关;水平荷载作用时PHC桩的预应力对于提高损伤桩的抗裂效果明显,损伤处受应力集中影响,预应力水平越高损伤处应力变化越大,而且最不利应力位置也下移到损伤平台内侧处。     

Experimental Study on Mechanical Behaviors of Prefabricated Column-Base Joint with Grouted Sleeves Connecting Longitudinal Reinforcements in Tunnels北大核心CSCD

In recent years, large shield tunnels with internal double-decked lanes have been developing rapidly in the field of highway tunnels, and prefabricated elements are increasingly adopted in internal structure. Based on the columns-base joint in Zhuguanglu tunnel, which is under construction, 2 full-scale specimens are designed for the quasi-static test, one specimen is connected with grout sleeve splicing and the other is cast in place. The test results show that: the bearing capacity of specimen with grout sleeve splicing is equal to that of cast-in-situ specimen, but its ductility and energy dissipation capacity are worse than that of the cast-in-situ specimen. And for the specimen with grout sleeve splicing, there exists crack concentration on the area above the sleeve. The crack width is too larger in this area. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

基于"互联网+"新形势下治超体系的建立

近年来,随着我国社会经济和道路运输飞速发展,公路货运车辆超限超载运输问题也日渐突出,公路货运超限超载已成为危害公路交通可持续发展的"痼疾"。随着科学技术的发展,治超工作增添了很多新手段、新方法,"互联网+"正在改变传统的业务管理模式。本文通过从问题导向出发,从顶层设计入手,建立多部门、跨区域联合的综合治理、系统治理的长效机制。     

电镀锌技术在工业中的发展和应用

近年来,电镀锌技术在工业中的应用呈现出了良好的发展前景。为此,本文主要介绍了电镀锌技术在工业中的具体应用和机理,并对未来的发展做出了展望。     

X射线数字成像技术在长输管道中的应用

针对目前长输管道X射线胶片成像技术劳动强度大、效率低、成本高的缺点,开展了X射线数字成像技术的研究,通过研究以及现场试验确定了该技术在长输管道中应用的可行性。文中通过对该技术原理、现行标准以及现场工程实践应用的分析,表明X射线数字成像技术在长输管道环焊缝检测中结果直观、效率高、成本低。     

Vulnerability analysis for large-scale and congested road networks with demand uncertainty

To assess the vulnerability of congested road networks, the commonly used full network scan approach is to evaluate all possible scenarios of link closure using a form of traffic assignment. This approach can be computationally burdensome and may not be viable for identifying the most critical links in large-scale networks. In this study, an “impact area” vulnerability analysis approach is proposed to evaluate the consequences of a link closure within its impact area instead of the whole network. The proposed approach can significantly reduce the search space for determining the most critical links in large-scale networks. In addition, a new vulnerability index is introduced to examine properly the consequences of a link closure. The effects of demand uncertainty and heterogeneous travellers’ risk-taking behaviour are explicitly considered. Numerical results for two different road networks show that in practice the proposed approach is more efficient than traditional full scan approach for identifying the same set of critical links. Numerical results also demonstrate that both stochastic demand and travellers’ risk-taking behaviour have significant impacts on network vulnerability analysis, especially under high network congestion and large demand variations. Ignoring their impacts can underestimate the consequences of link closures and misidentify the most critical links.     

Superpave-13沥青混合料高温稳定性分析

文章结合天水过境高速公路路面实体工程,对不同孔隙率条件下的Super-pave-13高性能沥青混合料进行了车辙试验及SPT试验分析。结果表明,要保证Superpave-13沥青混合料具有较好的高温稳定性,其压实孔隙率应控制在4%～6.5%范围内。     

广西高速公路声屏障降噪效果研究

文章结合实地监测结果,对广西高速公路沿线现有各类声屏障的降噪效果进行了分析评估,并提出了相应的高速公路声屏障设计思路及建议。