2017
DOI: 10.1093/gji/ggx555
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Basin-edge generated Rayleigh waves in the Almaty basin and corresponding consequences for ground motion amplification

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Cited by 14 publications
(11 citation statements)
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“…Therefore, toe clustering of co-seismic landslides appears to be explained at the first order by geological and structural controls. These controls add to any effects of possible downslope seismic amplification due to surface wave generation or directional effects (Pilz et al, 2018;Wasowski et al, 2013).…”
Section: Discussionmentioning
confidence: 99%
See 1 more Smart Citation
“…Therefore, toe clustering of co-seismic landslides appears to be explained at the first order by geological and structural controls. These controls add to any effects of possible downslope seismic amplification due to surface wave generation or directional effects (Pilz et al, 2018;Wasowski et al, 2013).…”
Section: Discussionmentioning
confidence: 99%
“…Higher levels of amplification may be reached when the incoming wave is perpendicular to the ridge elongation (Massa et al, 2010) and thus increase the probability of failure. Moreover, some authors suggest that Rayleigh waves, generated at the toe of the hillslope and propagating toward the ridge crest, would produce an added inertial force on the sliding mass and increase the duration of ground motion, favouring upper slope failures (Jafarzadeh et al, 2015;Poursartip and Kallivokas, 2018).…”
Section: Discussionmentioning
confidence: 99%
“…Therefore toe-clustering of coseismic landslides appears to be explained at the first order by geological and structural controls. These controls add to any effects of possible downslope seismic amplification due to surface wave generation or directional effects (Pilz et al, 2018;Wasowski et al, 2013).…”
Section: Discussionmentioning
confidence: 99%
“…It has been reported that 3-D basin effects, for example, scattering and conversion of wave types at sharp basin edges, could significantly aggravate the consequences of ground shaking, especially in the shortperiod range, leading to concentrated damage in the vicinity of basin edges (Graves et al, 1998;Kawase, 1996;Pilz et al, 2018). Nevertheless, in our results, the good agreement between the observed amplifications and the predictions indicate that the seismic response of long-period ground motions can be largely attributed to local 1-D site effects immediately beneath a given site.…”
Section: Discussionmentioning
confidence: 99%
“…Hence, the standard one-dimensional (1-D) ground response analysis, which considers the effect of near-surface geology on vertically propagating shear waves or simply uses empirical proxies (e.g., Vs30), often underestimates the observed amplifications (e.g., Steidl, 2000). Moreover, site amplification across deep sedimentary basins could be highly variable even over distances of a few kilometers (Imperatory & Mai, 2015;Moschetti et al, 2017), which is often attributed to three-dimensional (3-D) basin effects related to how basin shape and lateral heterogeneities affect wave propagation (Graves et al, 1998;Kawase, 1996;Pilz et al, 2018;Takemura et al, 2015). As such, much effort has been devoted to 3-D numerical simulations of earthquake ground motions in sedimentary basins (e.g., Böse et al, 2014;Chaljub et al, 2015;Frankel et al, 2009;Iwaki & Iwaka, 2010;Olsen, 2000;Olsen et al, 2006;Pilz et al, 2011).…”
Section: Introductionmentioning
confidence: 99%