Campi Flegrei is an active caldera in a populated area, currently experiencing significant ground uplift and seismicity. Leveraging seismicity relocations, here we obtain high resolution, 3D P- and S-wave seismic images which we combine with a tailored rock physics experiment to define key features of the caldera’s structure: gas-rich reservoir below 2 km depth, deformed caprock at 1–2 km depth, and basement below 3.5 km depth. Seismicity migrates downwards from the caprock and changes in stress loading trigger deeper, higher events along the inner-caldera boundary faults. The reservoir closely correlates the area of maximum uplift, where deformation acceleration due to pore- fluid pressure is corroborated by laboratory experiments using site-relevant rock. The interaction between the pressurized gas-reservoir and the confining caprock drives the ground uplift. Our results indicate that seismic activity and the potential for a phreatic explosion should be considered as plausible scenarios, prompting a re-evaluation of the hazard assessment.
3D structure and dynamics of Campi Flegrei enhance multi-hazard assessment / De Landro, G.; Vanorio, T.; Muzellec, T.; Russo, G.; Lomax, A.; Virieux, J.; Zollo, A.. - In: NATURE COMMUNICATIONS. - ISSN 2041-1723. - (2025). [10.1038/s41467-025-59821-z]
3D structure and dynamics of Campi Flegrei enhance multi-hazard assessment
G. De Landro;T. Muzellec;J. Virieux;A. Zollo
2025
Abstract
Campi Flegrei is an active caldera in a populated area, currently experiencing significant ground uplift and seismicity. Leveraging seismicity relocations, here we obtain high resolution, 3D P- and S-wave seismic images which we combine with a tailored rock physics experiment to define key features of the caldera’s structure: gas-rich reservoir below 2 km depth, deformed caprock at 1–2 km depth, and basement below 3.5 km depth. Seismicity migrates downwards from the caprock and changes in stress loading trigger deeper, higher events along the inner-caldera boundary faults. The reservoir closely correlates the area of maximum uplift, where deformation acceleration due to pore- fluid pressure is corroborated by laboratory experiments using site-relevant rock. The interaction between the pressurized gas-reservoir and the confining caprock drives the ground uplift. Our results indicate that seismic activity and the potential for a phreatic explosion should be considered as plausible scenarios, prompting a re-evaluation of the hazard assessment.| File | Dimensione | Formato | |
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