A Systematic Review on Risk-Based Frameworks for Scour-Prone Bridges

Journal Article (2026)
Author(s)

Raj Kamal Arora (TU Delft - Civil Engineering & Geosciences)

Maria Pregnolato (TU Delft - Civil Engineering & Geosciences, University of Bristol)

Research Group
Hydraulic Structures and Flood Risk
DOI related publication
https://doi.org/10.1016/j.prostr.2026.06.028 Final published version
More Info
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Publication Year
2026
Language
English
Research Group
Hydraulic Structures and Flood Risk
Journal title
Procedia Structural Integrity
Volume number
84
Pages (from-to)
207-213
Event
3rd Fabre Conference: Existing Bridges, Viaducts, and Tunnels: Research, Innovation, and Applications, 2026 (2026-02-16 - 2026-02-19), Rome, Italy
Page Views
27
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Abstract

Floods are a major cause of bridge failures worldwide, exerting direct forces (hydrodynamic and hydrostatic) and indirect effects such as scour. Scour can critically undermines a bridge’s load-bearing capacity and increase failure risk. Accurately assessing the vulnerability of each bridge in a network is essential to prioritize interventions and reduce risk. This study presents a systematic review of existing research on risk-based approaches for evaluating flood-induced scour. Using Rayyan software, the retrieved studies were selected, screened and analyzed in terms of authorship, citations, publication year, bridge and hazard types, and geographical scope. The papers were then categorized by their methodology, with a detailed review of each approach. Special attention is given to recent advances integrating climate change considerations and sensor data into scour risk assessments. Finally, the review highlights emerging research directions and promising studies that could further advance the field. Overall, this paper synthesizes the current state of knowledge and identifies opportunities to strengthen future risk assessment frameworks for flood-prone bridges.