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Fracture and damage localization in volcanic edifice rocks from El Hierro, Stromboli and Tenerife

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Academic year: 2020

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Figure

Figure 1. A sketch of the rubber jacket used in all experiments, showing location of AE sensors, reproduced from Fazio, 201725.
Figure 2. Stereographic projections of the raypaths relative to the failure plane for each of the three experiments considered.
Figure 4. Normalised P-wave velocity as a percentage of the P-wave velocity at the start of loading, shown as a function of time from start of loading
Figure 6. (Top) Conceptual model illustrating an idealized raypath (red) through a damage zone (dotted lines) in an unstable edifice

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