The use of the area deformed by earthquakes (deformed area method) for potential fault capability assessment

• Surface faulting poses a major hazard to NPPs and constitutes and exclusion criterion to be addressed. • The extent of the area permanently deformed by earthquakes scales with the earthquake magnitude. • The deformed area method can be used to solve cases where a direct assessment of fault capability cannot be performed. This paper proposes a conceptual framework to support the assessment of fault capability at nuclear power plant (NPP) sites, with a particular focus on situations where direct geological or geochronological evidence is insufficient or ambiguous. The approach builds on the conditions outlined in IAEA Safety Standards Series No. SSG-9 (Rev. 1), particularly Conditions (b) and (c), which address the presence of structurally linked faults and areas where regional seismotectonic characteristics suggest possible surface faulting despite limited direct evidence. The methodology is based on the assumption that large earthquakes induce permanent deformation in the surrounding rock mass, and that the extent of this deformation correlates with earthquake magnitude, as already discussed in previous publications by the Authors. By applying empirical relationships derived from global datasets, the approach estimates the surface area potentially affected by coseismic deformation. Faults located within this area are considered to have an increased likelihood of activation or reactivation during future seismic events. This framework offers a means to partially resolve uncertainties in assessing Conditions (b) and (c), particularly in data-limited or complex tectonic settings. It provides a rational, conservative basis for identifying faults that may warrant further probabilistic fault displacement hazard analysis (PFDHA). The approach is not intended to replace detailed site investigations or deterministic assessments where feasible, but rather to complement existing methodologies when direct evidence is lacking. The proposed methodology supports decision-making in nuclear siting by offering a structured procedure for addressing gaps in current standards and for managing epistemic uncertainty in fault capability evaluations. This opinion paper aims to contribute to ongoing discussions on fault displacement hazard assessment and has informed recent developments in IAEA guidance and technical benchmarking studies.

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Publication Details

Journal
Nuclear Engineering and Design
Published
2025-08-09
DOI
https://doi.org/10.1016/j.nucengdes.2025.114380
Primary Topic
earthquake and tectonic studies
Type
article
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article

The use of the area deformed by earthquakes (deformed area method) for potential fault capability assessment

L. Bonadeo, Franz Livio, M. Colombo, Leonello Serva
Nuclear Engineering and Design
earthquake and tectonic studies
article

The use of the area deformed by earthquakes (deformed area method) for potential fault capability assessment

L. Bonadeo, Franz Livio, M. Colombo, Leonello Serva
article en

Abstract

• Surface faulting poses a major hazard to NPPs and constitutes and exclusion criterion to be addressed. • The extent of the area permanently deformed by earthquakes scales with the earthquake magnitude. • The deformed area method can be used to solve cases where a direct assessment of fault capability cannot be performed. This paper proposes a conceptual framework to support the assessment of fault capability at nuclear power plant (NPP) sites, with a particular focus on situations where direct geological or geochronological evidence is insufficient or ambiguous. The approach builds on the conditions outlined in IAEA Safety Standards Series No. SSG-9 (Rev. 1), particularly Conditions (b) and (c), which address the presence of structurally linked faults and areas where regional seismotectonic characteristics suggest possible surface faulting despite limited direct evidence. The methodology is based on the assumption that large earthquakes induce permanent deformation in the surrounding rock mass, and that the extent of this deformation correlates with earthquake magnitude, as already discussed in previous publications by the Authors. By applying empirical relationships derived from global datasets, the approach estimates the surface area potentially affected by coseismic deformation. Faults located within this area are considered to have an increased likelihood of activation or reactivation during future seismic events. This framework offers a means to partially resolve uncertainties in assessing Conditions (b) and (c), particularly in data-limited or complex tectonic settings. It provides a rational, conservative basis for identifying faults that may warrant further probabilistic fault displacement hazard analysis (PFDHA). The approach is not intended to replace detailed site investigations or deterministic assessments where feasible, but rather to complement existing methodologies when direct evidence is lacking. The proposed methodology supports decision-making in nuclear siting by offering a structured procedure for addressing gaps in current standards and for managing epistemic uncertainty in fault capability evaluations. This opinion paper aims to contribute to ongoing discussions on fault displacement hazard assessment and has informed recent developments in IAEA guidance and technical benchmarking studies.

Nuclear Engineering and DesignVol. 444
University of Insubria (IT), Azienda Sanitaria Locale CN2 (IT), Ospedale San Giuseppe (IT)
Climate action
Openalex Percentile: Top 78%
earthquake and tectonic studies
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