Comparison of risk-based methods for bridge scour management

被引:5
|
作者
Pregnolato, M. [1 ]
Giordano, Pier Francesco [2 ]
Prendergast, L. J. [3 ]
Vardanega, P. J. [1 ]
Limongelli, Maria Pina [2 ]
机构
[1] Univ Bristol, Dept Civil Engn, Bristol, England
[2] Politecn Milan, Dept Architecture Built Environm & Construct Engn, Milan, Italy
[3] Univ Nottingham, Dept Civil Engn, Nottingham, England
基金
英国工程与自然科学研究理事会;
关键词
Bridge; Scour; Risk; Management; Transport resilience; UK; PATHWAYS; EVENTS;
D O I
10.1080/23789689.2023.2175141
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Scour is a significant cause of bridge failure, and resulting bridge closures are likely to generate significant disruption to infrastructure networks. The management of scour-susceptible bridges is a significant challenge for improving transport resilience, but tends to be heuristic and qualitative. Such assessments often suffer from insufficient knowledge of key factors and require assumptions, which may increase their estimation and relative uncertainty. Analysis of publicly available technical documents reveals that various definitions of "risk" are adopted, as well as multiple approaches are applied. This paper has three objectives: (i) to illustrate the concept of risk in bridge scour management; (ii) to propose a simple scoring system to analyse existing risk-based approaches to manage bridge scour; and (iii) to analyse and compare such approaches on the basis of the obtained scores. A sample of nine documents containing bridge scour risk assessment practices or approaches was analysed using the developed rating system.
引用
收藏
页码:514 / 531
页数:18
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