Instantaneous limit equilibrium back analyses of major rockslides triggered during the 2016–2017 central Italy seismic sequence

<p>Among the almost 1400 landslides triggered by the shocks of the 2016–2017 central Italy seismic sequence, only a limited number, all classifiable as rockslides, involved volumes larger than 1000 m<span class="inline-formula"><sup>3</sup></span>. Four of the...

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Main Authors: L. Verrucci, G. Forte, M. De Falco, P. Tommasi, G. Lanzo, K. W. Franke, A. Santo
Format: Article
Language:English
Published: Copernicus Publications 2023-03-01
Series:Natural Hazards and Earth System Sciences
Online Access:https://nhess.copernicus.org/articles/23/1177/2023/nhess-23-1177-2023.pdf
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author L. Verrucci
G. Forte
M. De Falco
P. Tommasi
G. Lanzo
K. W. Franke
A. Santo
author_facet L. Verrucci
G. Forte
M. De Falco
P. Tommasi
G. Lanzo
K. W. Franke
A. Santo
author_sort L. Verrucci
collection DOAJ
description <p>Among the almost 1400 landslides triggered by the shocks of the 2016–2017 central Italy seismic sequence, only a limited number, all classifiable as rockslides, involved volumes larger than 1000 m<span class="inline-formula"><sup>3</sup></span>. Four of these failures, including the three largest among the documented landslides, were described in terms of structural and geomechanical investigations in a previous paper. In this study, the estimated acceleration time histories at the rockslide sites were evaluated through a 2D simplified numerical model accounting for the attenuation phenomena and for the topographic effect of the rock cliffs from which the slide detached. Instantaneous stability analyses were carried out to obtain insights into the variability of the instantaneous margin of safety along the motion, over the entire spectrum of mechanisms that could be activated. Finally, some general suggestions on the pseudo-static verification method for 3D cases are proposed, which represent useful indications to hazard evaluation at local and regional scales.</p>
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spelling doaj.art-67ea42166c7c4674b19148081f761b8c2023-03-22T06:16:15ZengCopernicus PublicationsNatural Hazards and Earth System Sciences1561-86331684-99812023-03-01231177119010.5194/nhess-23-1177-2023Instantaneous limit equilibrium back analyses of major rockslides triggered during the 2016–2017 central Italy seismic sequenceL. Verrucci0G. Forte1M. De Falco2P. Tommasi3G. Lanzo4K. W. Franke5A. Santo6Dipartimento d'Ingegneria Strutturale e Geotecnica, Sapienza Università di Roma, Rome, ItalyDipartimento d'Ingegneria Civile, Edile e Ambientale, Università degli Studi di Napoli Federico II, Naples, ItalyDipartimento d'Ingegneria Civile, Edile e Ambientale, Università degli Studi di Napoli Federico II, Naples, ItalyCnr – Istituto di Geologia Ambientale e Geoingegneria, Rome, ItalyDipartimento d'Ingegneria Strutturale e Geotecnica, Sapienza Università di Roma, Rome, ItalyDepartment of Civil and Environmental Engineering, Brigham Young University, Provo, UT, USADipartimento d'Ingegneria Civile, Edile e Ambientale, Università degli Studi di Napoli Federico II, Naples, Italy<p>Among the almost 1400 landslides triggered by the shocks of the 2016–2017 central Italy seismic sequence, only a limited number, all classifiable as rockslides, involved volumes larger than 1000 m<span class="inline-formula"><sup>3</sup></span>. Four of these failures, including the three largest among the documented landslides, were described in terms of structural and geomechanical investigations in a previous paper. In this study, the estimated acceleration time histories at the rockslide sites were evaluated through a 2D simplified numerical model accounting for the attenuation phenomena and for the topographic effect of the rock cliffs from which the slide detached. Instantaneous stability analyses were carried out to obtain insights into the variability of the instantaneous margin of safety along the motion, over the entire spectrum of mechanisms that could be activated. Finally, some general suggestions on the pseudo-static verification method for 3D cases are proposed, which represent useful indications to hazard evaluation at local and regional scales.</p>https://nhess.copernicus.org/articles/23/1177/2023/nhess-23-1177-2023.pdf
spellingShingle L. Verrucci
G. Forte
M. De Falco
P. Tommasi
G. Lanzo
K. W. Franke
A. Santo
Instantaneous limit equilibrium back analyses of major rockslides triggered during the 2016–2017 central Italy seismic sequence
Natural Hazards and Earth System Sciences
title Instantaneous limit equilibrium back analyses of major rockslides triggered during the 2016–2017 central Italy seismic sequence
title_full Instantaneous limit equilibrium back analyses of major rockslides triggered during the 2016–2017 central Italy seismic sequence
title_fullStr Instantaneous limit equilibrium back analyses of major rockslides triggered during the 2016–2017 central Italy seismic sequence
title_full_unstemmed Instantaneous limit equilibrium back analyses of major rockslides triggered during the 2016–2017 central Italy seismic sequence
title_short Instantaneous limit equilibrium back analyses of major rockslides triggered during the 2016–2017 central Italy seismic sequence
title_sort instantaneous limit equilibrium back analyses of major rockslides triggered during the 2016 2017 central italy seismic sequence
url https://nhess.copernicus.org/articles/23/1177/2023/nhess-23-1177-2023.pdf
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