Qualitative Modelling of Failure Scenarios for Long Linear Transport Infrastructures in Mountain Areas

In mountain areas, long linear transport infrastructures (roads, motorways, railways, etc.) are exposed to numerous natural hazards, especially hydrological and gravity-driven events such as slope instabilities, rockfalls, or torrential hazards. These phenomena can damage infrastructure, or even lead to the destruction of large sections, causing a risk for users and a deterioration of service. Infrastructure managers face several difficulties in handling these risks. One of them is identifying and representing them, due to the scale of the infrastructure, which is composed of numerous structures and exposed to multiple hazards. In this context, a model is proposed to represent all potential failure scenarios for such infrastructures. This model is based on system reliability analysis methods: functional analysis, failure mode and effect analysis (FMEA), and fault tree analysis (FTA). It is intended to be applied to a linear infrastructure, several kilometres long, exposed to various hazards. The proposed approach allows for the identification of all possible failure modes, including damage to structures and its functional consequences. Its applicability is being tested on a simple case study.

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Publication Details

Journal
Infrastructures
Published
2026-02-22
DOI
https://doi.org/10.3390/infrastructures11020071
Primary Topic
Infrastructure Resilience and Vulnerability Analysis
Type
article
Field-Weighted Citation Impact
0.00

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article

Qualitative Modelling of Failure Scenarios for Long Linear Transport Infrastructures in Mountain Areas

P. Garcin, L. Peyras, Stéphane Reynaud, Théotime Michez et al.
Infrastructures
Infrastructure Resilience and Vulnerability Analysis
article

Qualitative Modelling of Failure Scenarios for Long Linear Transport Infrastructures in Mountain Areas

P. Garcin, L. Peyras, Stéphane Reynaud, Théotime Michez, Stéphane Lambert
article en

Abstract

In mountain areas, long linear transport infrastructures (roads, motorways, railways, etc.) are exposed to numerous natural hazards, especially hydrological and gravity-driven events such as slope instabilities, rockfalls, or torrential hazards. These phenomena can damage infrastructure, or even lead to the destruction of large sections, causing a risk for users and a deterioration of service. Infrastructure managers face several difficulties in handling these risks. One of them is identifying and representing them, due to the scale of the infrastructure, which is composed of numerous structures and exposed to multiple hazards. In this context, a model is proposed to represent all potential failure scenarios for such infrastructures. This model is based on system reliability analysis methods: functional analysis, failure mode and effect analysis (FMEA), and fault tree analysis (FTA). It is intended to be applied to a linear infrastructure, several kilometres long, exposed to various hazards. The proposed approach allows for the identification of all possible failure modes, including damage to structures and its functional consequences. Its applicability is being tested on a simple case study.

InfrastructuresVol. 11(2)
Institut polytechnique de Grenoble (FR), Centre National de la Recherche Scientifique (FR), Aix-Marseille Université (FR), Institut National de Recherche pour l'Agriculture, l'Alimentation et l'Environnement (FR), Centre de Recherche et d’Enseignement de Géosciences de l’Environnement (FR), Institut des Géosciences de l'Environnement (FR), Institut de Recherche pour le Développement (FR), Egis (France) (FR), Université Grenoble Alpes (FR)
Association Nationale de la Recherche et de la Technologie, Institut National de Recherche pour l'Agriculture, l'Alimentation et l'Environnement
Industry, innovation and infrastructure
Openalex Percentile: Top 48%
Infrastructure Resilience and Vulnerability Analysis
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