2016
DOI: 10.1093/gji/ggw204
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Inversion of surface wave data for subsurface shear wave velocity profiles characterized by a thick buried low-velocity layer

Abstract: The islands composing the Maltese archipelago (Central Mediterranean) are characterized by a four-layer sequence of limestones and clays. A common feature found in the western half of the archipelago is Upper Coralline Limestone (UCL) plateaus and hillcaps covering a soft Blue Clay (BC) layer which can be up to 75 m thick. The BC layer introduces a velocity inversion in the stratigraphy, implying that the V S30 (traveltime average sear wave velocity (V S ) in the upper 30 m) parameter is not always suitable fo… Show more

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Cited by 40 publications
(20 citation statements)
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“…We further estimate the source spectrum for the event by correcting all amplitudes to the source, following the equations provided in Yenier and Atkinson [2015]. After correcting for average site effects [Farrugia et al, 2015], we obtained a stress drop of 6 MPa by matching the high-frequency amplitudes of the median horizontal PSA amplitudes (the observed earthquake source function, see Yenier and Atkinson [2015]). The value of 6 MPa is near the upper range of the stress drops for shallow (induced) events in CENA, consistent with those determined for regional events in other studies [Atkinson et al, 2014;Rebollar et al, 1982].…”
Section: Analysis Of Ground Motion Amplitudesmentioning
confidence: 99%
“…We further estimate the source spectrum for the event by correcting all amplitudes to the source, following the equations provided in Yenier and Atkinson [2015]. After correcting for average site effects [Farrugia et al, 2015], we obtained a stress drop of 6 MPa by matching the high-frequency amplitudes of the median horizontal PSA amplitudes (the observed earthquake source function, see Yenier and Atkinson [2015]). The value of 6 MPa is near the upper range of the stress drops for shallow (induced) events in CENA, consistent with those determined for regional events in other studies [Atkinson et al, 2014;Rebollar et al, 1982].…”
Section: Analysis Of Ground Motion Amplitudesmentioning
confidence: 99%
“…From this distance, the first received wave is the boundary refracted wave, which moves in the second layer with the wave velocity after being reflected by the critical angle from the layer one and two interface. If the wave propagation velocity increases by increase of depth, the timedistance equation for these waves in a simple horizontal two-layer model will be [12,13]:…”
Section: Seismic Refraction Theorymentioning
confidence: 99%
“…In the first case, the observed data (dispersion curves) are semi‐analytically derived from the true model, while in the seismic tests, the dispersion curves are extracted from seismic shot gathers computed on the reference models by means of the reflectivity algorithm (Mallick and Fraser, 1987). In all the following experiments, we limit to consider the fundamental mode as the observed data, although it is known that higher modes are essentially to better constraints the solution in case of shear velocity inversions and/or high stiffness contrasts within the soil column (Feng et al ., 2005; Luo et al ., 2009; Cercato, 2011; Farrugia et al ., 2016; Sajeva and Menanno, 2017; Qiu et al ., 2019). We return to this aspect in more detail in the discussion section.…”
Section: Introductionmentioning
confidence: 99%