2013
DOI: 10.1016/j.tecto.2012.11.011
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The morphostructural setting of Mount Etna sedimentary basement (Italy): Implications for the geometry and volume of the volcano and its flank instability

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Cited by 65 publications
(75 citation statements)
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“…The geometry of the eastern Etna non-magnetic basement is fully consistent with that of huge, east facing landslide depression pre-existing the construction of the volcano7. This latter conclusion is supported by the occurrence of 220 to 130 ka old, 10 to 30° west-dipping lava successions along the Ionian coast821.…”
Section: Discussionsupporting
confidence: 68%
“…The geometry of the eastern Etna non-magnetic basement is fully consistent with that of huge, east facing landslide depression pre-existing the construction of the volcano7. This latter conclusion is supported by the occurrence of 220 to 130 ka old, 10 to 30° west-dipping lava successions along the Ionian coast821.…”
Section: Discussionsupporting
confidence: 68%
“…This dramatic and sudden drop in the level of the magma would have brought the magma into contact with the main groundwater contained in the volcanic body, which is located just above the contact surface between the volcanic pile and its impermeable (clay-rich) basement. In the central zone of the NE Rift, the impermeable basement is at ∼1200-1300 m asl (Branca and Ferrara, 2012;Siniscalchi et al, 2012). Therefore we assume the level of magma fragmentation may have interacted with the aquifer when the vents shifted from ∼2400 to 1450-1325 m asl, generating phreatomagmatic (Surtseyan) activity along the higher portion of Fissure 3 (see Figure 12B).…”
Section: Drain-back In the Later Stage Of The Eruptive Fissures Propamentioning
confidence: 99%
“…Etna (stations locations are shown in the inset map of Fig. 7a), the stratigraphic sequence and local velocity model were made by integrating literature information and geological observations (Azzaro et al, 2010;Branca et al, 2011;Branca and Ferrara, 2013;Panzera et al, 2011Panzera et al, , 2015Priolo, 1999). The soil models consist of a number of viscoelastic layers, stacked over a half-space, each of them being defined by the thickness (h), the velocity of the body waves (V p and V s ), the density (ρ) and the Q factor, which controls the inelastic properties.…”
Section: Accounting For Site-specific Responsementioning
confidence: 99%