Analysis of a large, seismically-induced mass movement after the December 2018, Etna volcano (southern Italy) seismic swarm

Author(s):  
Matteo Albano ◽  
Michele Saroli ◽  
Simone Atzori ◽  
Marco Moro ◽  
Cristiano Tolomei ◽  
...  

<p>In the last decades, satellite monitoring techniques allowed to discover non-catastrophic slope movements triggered by earthquake shaking and involving deep blind sliding surfaces of old paleo-landslides. Understanding the triggering and attenuation mechanisms of such mass movements is crucial to assess their hazard. On December 2018, the Etna volcano (southern Italy) began a very intense eruption, accompanied by a seismic swarm with magnitudes up to 4.9. Synthetic Aperture Radar data from Sentinel-1 and ALOS-2 identified some local displacements over a hilly area to the southwest of the Etna volcano, near Paternò village. We evaluated the contribution of seismically-induced surface instabilities to the observed ground displacement by employing a multidisciplinary analysis comprising geological, geotechnical and geomorphological data, together with analytical and dynamic modelling. The results of our study allowed us to identify the geometry and kinematics of a previously unknown paleo-landslide. A pseudostatic, limit-equilibrium back-analysis of the landslide mass highlighted that the displacements detected by InSAR data were caused by the undrained seismic instability of the landslide mass, which was dormant before the volcanic eruption, under the light-to-moderate seismic shacking of the December 26, Mw 4.9 earthquake. Such a new observation allowed to identify the geometry and kinematics of a previously unknown landslide mass and confirms that earthquakes have a cumulative effect on landslides that doesn't necessarily manifest as a failure but could evolve in a catastrophic collapse after several earthquakes. Such an aspect must be adequately investigated to identify unknown quiescent landslide bodies and to prevent the effects of their potential collapse during an earthquake.</p>

2021 ◽  
Vol 263 ◽  
pp. 112524
Author(s):  
Michele Saroli ◽  
Matteo Albano ◽  
Simone Atzori ◽  
Marco Moro ◽  
Cristiano Tolomei ◽  
...  

2017 ◽  
Author(s):  
Dong Huang ◽  
JianPing Qiao ◽  
Meng Wang

Abstract. Through investigation and analysis of geological conditions and mechanical parameters of the Taziping landslide, the finite volume method was adopted, and, the rheological model was adopted to simulate the landslide and avalanche entire mass movement process. The present paper adopted the GIS platform to simulate the mass movement process before and after treatment. This paper also provided the conditions and characteristic parameters of soil deposits (thickness, speed, and stresses) during the landslide mass movement process and mapped the 3D division of hazard zones before and after landslide treatment. Results indicated that the scope of hazard zones contracted after engineering treatment of the landslide. The extent of high-hazard zones was reduced by about 2/3 of the area before treatment, and characteristic parameters of the mass movement process after treatment decreased to 1/3 of those before treatment. Despite engineering treatment, the Taziping landslide still poses significant hazard to nearby settlements. Therefore, we propose that houses located in high-hazard zones be relocated or reinforced for protection.


Lithos ◽  
2010 ◽  
Vol 116 (1-2) ◽  
pp. 77-91 ◽  
Author(s):  
Marco Viccaro ◽  
Pier Paolo Giacomoni ◽  
Carmelo Ferlito ◽  
Renato Cristofolini

2013 ◽  
Vol 63 ◽  
pp. 36-46 ◽  
Author(s):  
Gloria M. Ristuccia ◽  
Agata Di Stefano ◽  
Anna M. Gueli ◽  
Carmelo Monaco ◽  
Giuseppe Stella ◽  
...  
Keyword(s):  

2007 ◽  
Vol 165 (1-2) ◽  
pp. 71-75 ◽  
Author(s):  
Anna Brogna ◽  
Santo La Delfa ◽  
Viviana La Monaca ◽  
Salvatore Lo Nigro ◽  
Daniela Morelli ◽  
...  

2011 ◽  
Vol 243-249 ◽  
pp. 5115-5121
Author(s):  
Zhang Shuo ◽  
Tan Wei ◽  
Li Feng

The stability conditions after the instability of sliding is a concern issue; it is the significant foundation to conduct objective assessment for selecting engineering management measures. According to the geological background and geological exploration data, some representative sections as well as their stability conditions were studied and analyzed based on limit equilibrium method for rigid block and three-dimensional nonlinear FEM in this paper. The impacts on the slop stability by different depths of the transient saturated zone caused by groundwater as well as rainfall infiltration were taken into consideration during the calculation analysis. It is indicated by the results that the impacts on the landslide mass displacement by rainfall have distinguish spatial properties; the impacts on vertical displacement is bigger than that of the horizontal direction; the obvious impacting zone is located in the little backer anterior border area of the landslide mass. The calculation results can provide important references for the control and reinforcement of the landslide mass as well as the prevention of landslide hazard during the later engineering construction activities.


2007 ◽  
Vol 41 (35) ◽  
pp. 7377-7388 ◽  
Author(s):  
E. Bagnato ◽  
A. Aiuppa ◽  
F. Parello ◽  
S. Calabrese ◽  
W. D’Alessandro ◽  
...  

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