首页> 外文学位 >Inspection, durability, and risk assessment of highway culverts.
【24h】

Inspection, durability, and risk assessment of highway culverts.

机译:公路涵洞的检查,耐久性和风险评估。

获取原文
获取原文并翻译 | 示例

摘要

The objectives of this research were to reduce the risk of structural failure of short-span culverts and to initiate a comprehensive study that focuses on culvert inspection, durability, and risk assessment.; Sixty (60) culverts (25 metal, 25 concrete, and 10 thermoplastic) in Ohio were inspected based on ODOT and the ORITE proposed rating systems.; A multivariable regression analysis of the inspection data found that for the concrete culverts age and water pH were significant factors in both rating systems, while drainage flow abrasiveness was a significant factor in the ODOT system. For the concrete culverts, the ODOT system had a higher R2 value. The analysis of the metal culvert data found that the significant factors were age, rise, and culvert type. Drainage flow abrasiveness, pH, and flow velocity were also significant factors in the proposed rating system. The proposed rating system had a higher R2 value. Two artificial intelligence techniques, genetic algorithms and neural networks, were used to further improve the regression analysis results. Genetic algorithm didn't provide any improvement to the analysis. Neural networks significantly improved the regression analysis models by increasing the R2 value for all models.; Finite element simulations, using CANDE-89, were conducted for thermoplastic pipe culverts. Poor installation conditions were simulated to encounter actual field cases. Results of the simulations showed that introducing live loads during the early stage of embankment construction affect the performance of the pipe. As the live load increases the soil pressures and pipe deflections increase. Using good backfill material with relatively high compaction improved the performance of the pipe.; A simple yet comprehensive methodology was proposed for evaluating culvert risk assessment. This methodology was developed based on calculating the adjusted overall rating of each culvert for both the ODOT and ORITE proposed rating systems. Maintenance immediacy and inspection course of action proposed by NCHRP 251 (1982) was used for each adjusted overall rating.
机译:这项研究的目的是减少短跨度涵洞结构破坏的风险,并着手进行一项针对涵洞检查,耐久性和风险评估的综合研究。基于ODOT和ORITE建议的评级系统,对俄亥俄州的六十(60)个涵洞(25种金属,25种混凝土和10种热塑性塑料)进行了检查。对检查数据的多元回归分析发现,对于混凝土涵洞,年龄和水的pH值是两个等级系统中的重要因素,而排水流的磨蚀性是ODOT系统中的重要因素。对于混凝土涵洞,ODOT系统具有较高的R2值。对金属涵洞数据的分析发现,重要因素是年龄,上升和涵洞类型。在建议的评级系统中,排水流的磨蚀性,pH和流速也是重要因素。建议的评级系统具有较高的R2值。遗传算法和神经网络这两种人工智能技术被用来进一步改善回归分析结果。遗传算法对分析没有任何改善。神经网络通过增加所有模型的R2值,显着改善了回归分析模型。使用CANDE-89对热塑性管涵进行了有限元模拟。模拟了恶劣的安装条件以遇到实际的现场情况。仿真结果表明,在路堤施工初期引入活荷载会影响管道的性能。随着活荷载的增加,土壤压力和管道挠度增加。使用具有较高压实度的良好回填材料可改善管道的性能。提出了一种简单而全面的方法来评估涵洞风险评估。该方法是根据ODOT和ORITE建议的评级系统计算每个涵洞的调整后总体评级而开发的。 NCHRP 251(1982)提出的维护即时性和检查行动纲领用于每个调整后的总体评级。

著录项

  • 作者

    ALTarawneh, Bashar K.;

  • 作者单位

    Ohio University.;

  • 授予单位 Ohio University.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2005
  • 页码 250 p.
  • 总页数 250
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号