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dc.contributor.authorSchoepa, Anneen_US
dc.contributor.authorChao, Wei-Anen_US
dc.contributor.authorLipovsky, Bradley P.en_US
dc.contributor.authorHovius, Nielsen_US
dc.contributor.authorWhite, Robert S.en_US
dc.contributor.authorGreen, Robert G.en_US
dc.contributor.authorTurowski, Jens M.en_US
dc.date.accessioned2018-08-21T05:53:47Z-
dc.date.available2018-08-21T05:53:47Z-
dc.date.issued2018-06-14en_US
dc.identifier.issn2196-6311en_US
dc.identifier.urihttp://dx.doi.org/10.5194/esurf-6-467-2018en_US
dc.identifier.urihttp://hdl.handle.net/11536/145137-
dc.description.abstractLandslide hazard motivates the need for a deeper understanding of the events that occur before, during, and after catastrophic slope failures. Due to the destructive nature of such events, in situ observation is often difficult or impossible. Here, we use data from a network of 58 seismic stations to characterise a large landslide at the Askja caldera, Iceland, on 21 July 2014. High data quality and extensive network coverage allow us to analyse both long- and short-period signals associated with the landslide, and thereby obtain information about its triggering, initiation, timing, and propagation. At long periods, a landslide force history inversion shows that the Askja landslide was a single, large event starting at the SE corner of the caldera lake at 23:24:05 UTC and propagating to the NW in the following 2 min The bulk sliding mass was 7-16 x 10(10) kg, equivalent to a collapsed volume of 35-80 x 10(6) m(3). The sliding mass was displaced downslope by 1260 +/- 250 m. At short periods, a seismic tremor was observed for 30 min before the landslide. The tremor is approximately harmonic with a fundamental frequency of 2.3 Hz and shows time-dependent changes of its frequency content. We attribute the seismic tremor to stick-slip motion along the landslide failure plane. Accelerating motion leading up to the catastrophic slope failure culminated in an aseismic quiescent period for 2 min before the landslide. We propose that precursory seismic signals may be useful in landslide early-warning systems. The 8 h after the main landslide failure are characterised by smaller slope failures originating from the destabilised caldera wall decaying in frequency and magnitude. We introduce the term "afterslides" for this subsequent, declining slope activity after a large landslide.en_US
dc.language.isoen_USen_US
dc.titleDynamics of the Askja caldera July 2014 landslide, Iceland, from seismic signal analysis: precursor, motion and aftermathen_US
dc.typeArticleen_US
dc.identifier.doi10.5194/esurf-6-467-2018en_US
dc.identifier.journalEARTH SURFACE DYNAMICSen_US
dc.citation.volume6en_US
dc.citation.spage467en_US
dc.citation.epage485en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000435344000001en_US
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