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A New Experimental Investigation for Improving Bridge Management Systems and Road Operation Sustainability

机译:改进桥梁管理系统和道路运作可持续性的新实验研究

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Generally, during maintenance operations on bridges and motorway viaducts, the circulation of vehicles is limited or suspended. This causes significant economic losses due to the increase in the costs of transport: delays, increased fuel consumption, higher emissions of pollutants into the atmosphere, increased risk of accidents, etc. However, few studies have analyzed the influence of bridge vibrations on the final mechanical properties of the cement mortar placing during ordinary bridge service. As such, interest is increasing in repair techniques that could achieve high structural performance without reducing road service levels. This paper provides the results obtained through an innovative laboratory trials campaign that evaluated the influence of vibrations on the mechanical properties of high-performance mortar used for repairing bridge decks. The results of 24 cubic and prismatic specimens showed the relationship between the traffic-induced vibrations and the mechanical characteristics of the studied mortar. The findings can be considered as the first methodologic step that is necessary to address further field studies, drawing a detailed link between the repair techniques and transportation user costs. Based on the obtained results, a synthetic bridge management system framework was developed that merges the road function into the structural issue with the goals of increasing the resilience of road networks and optimizing the maintenance resources budget.
机译:通常,在桥梁和高速公路高架桥上的维护操作期间,车辆的循环受到限制或悬挂。由于运输成本的增加,这导致了显着的经济损失:延迟,燃料量增加,污染物进入大气的较高,事故风险增加等,但很少有研究分析了桥梁振动对决赛的影响普通桥服务中水泥砂浆的力学性能。因此,兴趣在修复技术中越来越多,可以在不降低道路服务水平的情况下实现高结构性性能。本文提供了通过创新的实验室试验活动获得的结果,该活动评估了振动对用于修复桥甲板的高性能砂浆的力学性能的影响。 24立方和棱镜标本的结果显示了交通诱导的振动与所研究砂浆的机械特性之间的关系。该发现可以被认为是解决进一步现场研究所必需的第一方法步骤,在修复技术和运输用户成本之间绘制详细的联系。根据所获得的结果,开发了一种合成桥管理系统框架,将道路函数合并到结构问题中,以增加道路网络的恢复和优化维护资源预算的目标。

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