带缺陷隧道底板结构空气耦合冲击回波响应特性研究

针对隧道底板中空腔、含水、裂缝等结构内部损伤情况,为提高传统接触式冲击回波方法的检测效率,从气-固耦合的角度出发,以空气作为底板结构与检测系统之间应力波传播的耦合介质,开展隧道底板结构内部缺陷的空气耦合冲击回波响应特性研究。研究结果表明： 1）采用空气耦合冲击回波的方法确定的底板结构内部缺陷深度与缺陷理论深度值基本吻合; 2）检测系统的精度与缺陷尺寸及深度有关,随着缺陷尺寸的减小及深度增加,检测精度逐渐降低; 3）空气耦合冲击回波方法对空腔和含水缺陷的检测效果优于裂缝缺陷检测效果。     

生态挡墙与轻质混凝土在道路工程中的联合应用

生态挡墙与轻质混凝土填筑路基,既能够有效解决传统路基填筑空间受限、地基承载力不足、路基存在失稳风险的问题,又能解决路基绿化、路容美观的问题.本文提出了生态挡墙联合轻质混凝土路基填筑思路及方法,提出方案施工工艺,分析了绿化措施及相关植物选择原则,供道路挡土墙绿化设计参考.     

基于PCMS系统结构专业材料预测的应用研究

随着海洋石油工程(青岛)有限公司在生产项目管理精细化方面不断提高,项目管理团队对PCMS系统在结构专业材料预测提出更高的管理需求.本文以原材料供货紧缺的MDS(Multiple Discipline Support)下料和预制阶段为应用场景,阐述通过应用PCMS系统现有功能辅以软件定制开发实现材料精准预测,提供施工决策...     

复杂水流条件下抛石漂移距离的试验研究

抛石漂移是河道治理、护岸、潜丁坝、桥墩防冲等实际工程中经常遇到的问题,依托长江南京以下12.5 m深水航道二期工程口岸直水道整治工程,针对抛石漂移距离在试验室水槽内开展了一系列物理模型试验,对水深、流速、抛高、块石质量及块石形状的不规则等因素对抛石漂距的影响进行了研究;同时在考虑水流流速垂向分布的基础上,通过块石在动水中的受力分析推导出水上抛石漂移距离计算公式,利用模型试验结果拟合出公式中各系数的值,并将其计算结果与模型试验数据和现场观测数据进行比较,结果吻合较好,验证了公式的合理性。     

Hybrid model for prediction of bus arrival times at next station

Effective prediction of bus arrival times is important to advanced traveler information systems (ATIS). Here a hybrid model, based on support vector machine (SVM) and Kalman filtering technique, is presented to predict bus arrival times. In the model, the SVM model predicts the baseline travel times on the basic of historical trips occurring data at given time‐of‐day, weather conditions, route segment, the travel times on the current segment, and the latest travel times on the predicted segment; the Kalman filtering‐based dynamic algorithm uses the latest bus arrival information, together with estimated baseline travel times, to predict arrival times at the next point. The predicted bus arrival times are examined by data of bus no. 7 in a satellite town of Dalian in China. Results show that the hybrid model proposed in this paper is feasible and applicable in bus arrival time forecasting area, and generally provides better performance than artificial neural network (ANN)–based methods. Copyright © 2010 John Wiley & Sons, Ltd.     

九曲河大桥加固工程施工监控技术研究

桥梁施工监控在桥梁建设及加固改造工程中是必不可少的一部分,监控可以对桥梁线形及内力、挠度情况进行实时反馈,严格把关,保证与设计一致。文章以九曲河大桥加固工程为背景,结合加固改造设计方案,从线形控制、变形监测与应力监测等方面阐述了施工监控技术及效果。     

胶粉与SBS改性沥青混合料路用性能对比及质量控制

室内实验对胶粉与SBS改性沥青混合料路用性能进行对比分析,得出胶粉改性沥青混合料低温性能、水稳定性均优于普通SBS改性沥青混合料,高温性能与普通SBS改性沥青混合料相当。通过对改性沥青路面施工工艺分析,得出初压温度在施工中重要性。     

Large-scale evacuation network optimization: a bi-level control method with uncertain arterial demand

To improve the efficiency of large-scale evacuations, a network aggregation method and a bi-level optimization control method are proposed in this paper. The network aggregation method indicates the uncertain evacuation demand on the arterial sub-network and balances accuracy and efficiency by refining local road sub-networks. The bi-level optimization control method is developed to reconfigure the aggregated network from both supply and demand sides with contraflow and conflict elimination. The main purpose of this control method is to make the arterial sub-network to be served without congestion and interruption. Then, a corresponding bi-objective network flow model is presented in a static manner for an oversaturated network, and a Genetic Algorithm-based solution method is used to solve the evacuation problem. The numerical results from optimizing a city-scale evacuation network for a super typhoon justify the validity and usefulness of the network aggregation and optimization control methods.