Prior and future earthquake effects in Valdivia, Chile

Authors

  • Robb Eric S. Moss Department of Civil and Environmental Engineering, California Polytechnic State University; LMMG Geotecnia Limitada
  • Ricardo Moffat Facultad de Ingeniería y Ciencias, Universidad Adolfo Ibáñez; LMMG Geotecnia Limitada, Santiago

DOI:

https://doi.org/10.4067/S0718-28132020000100041

Keywords:

earthquake, CPTu, liquefaction, cyclic failure, co-seismic deformation

Abstract

The 1960 Mw = 9.5 subduction earthquake that struck Chile had an epicenter close to the city of Valdivia. There was widespread damage due both strong ground shaking from the earthquake and from the subsequent tsunami. These earthquake effects are examined from a modern perspective and the potential for future effects are discussed. Based on recent cone penetration measurements (sCPTu) the ground failures observed along the waterfront and other locations in Valdivia are attributed to cyclic failure of sensitive “clayey” soils and/or liquefaction of saturated “sandy” soils. If similar strong shaking is experienced in future earthquakes, similar  ground failures would  be expected. The regional  subsidence in and around Valdivia following the 1960 earthquake is attributed to tectonic deformations and is corroborated with the same mechanism from the recent 2010 Mw = 8.8 earthquake. If a similar  magnitude event is experienced in the future, similar subsidence/uplift are expected which appear to follow a harmonic  function. The goal of investigating these past earthquake effects and potential future effects is to help minimize the earthquakes risks in Valdivia and other regions subjected to the same hazards.

Published

2022-01-21

How to Cite

Moss, R. E. S., & Moffat, R. (2022). Prior and future earthquake effects in Valdivia, Chile. Obras Y Proyectos, (27), 41–49. https://doi.org/10.4067/S0718-28132020000100041

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