Liquefaction-induced ground damages during the 2010 Chile earthquake
Author
dc.contributor.author
Verdugo Alvarado, Ramón
Author
dc.contributor.author
González, Javiera
Admission date
dc.date.accessioned
2016-03-10T14:30:39Z
Available date
dc.date.available
2016-03-10T14:30:39Z
Publication date
dc.date.issued
2015
Cita de ítem
dc.identifier.citation
Soil Dynamics and Earthquake Engineering 79 (2015) 280–295
en_US
Identifier
dc.identifier.other
DOI: 10.1016/j.soildyn.2015.04.016
Identifier
dc.identifier.uri
https://repositorio.uchile.cl/handle/2250/137016
General note
dc.description
Artículo de publicación ISI
en_US
Abstract
dc.description.abstract
The second-strongest earthquake recorded in Chile's history, only exceeded by the 1960 Valdivia earthquake of Magnitude 9.5, occurred on February 27, 2010. This mega thrust-faulting type earthquake of Magnitude 8.8 struck the Central-South region. The shaking duration of each acceleration record was computed, and the longest records were coincident with the area of maximum crustal co-seismic deformations. Liquefaction sites covered an extension close to 1000 km, which approximately represents twice the length of the rupture zone. It was confirmed that tailings dams built using the upstream construction method are seismically unsafe, thus efforts must be done by governments in order to identify and prevent failures of existing old tailings dams. On the other hand, it is shown that in high seismic regions a stratified structure consisting of a sequence of loose (liquefiable) and dense (non-liquefiable) sandy layers should be expected, making the analysis more complex.