桥墩和桥台地基缺陷检测:巴西利卡塔(意大利南部)近期经验概述

Michele D’Amato , A. Lo Monaco , A. Palmiotta , A. Ranaldo , S.F. Dal Sasso , M. Fiorentino , M.R. Margiotta , B. Onorati , B. Sileo , T. Pizzolla
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引用次数: 0

摘要

桥墩和桥台是暂时或永久浸入水中的桥梁支撑物,可能会受到侵蚀和冲刷现象的影响。众所周知,后者涉及不同空间尺度上的不同过程,不易用综合方法进行研究,例如:收缩冲刷、局部冲刷、土层分级、河道动态、气候变化和水文作用力。此外,还应注意的是,桥墩/桥台极易受到地震、滑坡和洪水等环境因素的影响,这些因素可能会严重影响其稳定性,从而导致桥梁或其部分停止使用,甚至发生故障。因此,必须正确识别和评估桥墩和桥台的缺陷范围和严重程度,以评估其保护状况,并在多层次和多标准的框架内(如意大利基础设施和交通部最近发布的指导方针)制定优先排序判断。为此,本著作概述了与桥墩和桥台有关的一些重大缺陷,特别强调了与水流相互作用造成的缺陷,并对此进行了说明和评论。这些缺陷是在巴西利卡塔大区(意大利南部)正在进行的一项检查活动中收集到的,涉及国道网中的桥梁。根据意大利桥梁指南,从结构和水力角度提出了意见,以突出检查出的缺陷在关注等级中的重要性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Defects detection of pier and abutments foundations: an overview of a recent experience in Basilicata (Southern Italy)
Piers and abutments are bridge supports temporarily or permanently immersed into the water, that may suffer erosion and scour phenomena. As known, the latter involves different processes at different spatial scales not easy to investigate in a combined approach, such as: contraction scour, local scour, gradation of the soil bed, river channel dynamic, climate change and hydrological forces. To this, it should be added that piers/abutments are highly exposed to environmental actions, such as earthquake, landslides and floods that may seriously compromise their stability and, consequently, lead the bridge or an its portion to an out-of-service, or else to a failure. Therefore, it is important to properly identify and assess defects extent and severity on piers and abutments, in order to evaluate their conservation status, and to formulate a judgment for ranking priorities within a multi-level and multi-criteria framework, such as the recent guidelines issued by the Italian Ministry of Infrastructures and Transport. To this regard, in this work an overview of some significant defects related to piers and abutments, with particular emphasis to the ones due to the interaction with the water flow, are illustrated and commented. They are collected in an on-going campaign of inspections performed in the Basilicata region (South of Italy), concerning bridges falling within State Roads networks. Comments are made from a structural and hydraulic point view, in order to highlight the inspected defects importance within the Classes of Attention, according to Italian Guidelines for bridges.
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