In this study, we present comparisons between the local soil conditions and the observed damage for the 1 April 2014 Iquique earthquake. Four cases in which site effects may have played a predominant role are analyzed: (1) the ZOFRI area, with damage in numerous structures; (2) the port of Iquique, in which one pier suffered large displacements; (3) the Dunas I building complex, where soil-structure interaction may have caused important structural damage; and (4) the city of Alto Hospicio, disturbed by the effects of saline soils. Geophysical characterization of the soils was in agreement with the observed damage in the first three cases, while in Alto Hospicio the earthquake damage cannot be directly related to geophysical characterization.
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Research Article|
August 01, 2016
The 2014 Earthquake in Iquique, Chile: Comparison between Local Soil Conditions and Observed Damage in the Cities of Iquique and Alto Hospicio
Alix Becerra;
Alix Becerra
a
Department of Geotechnical and Structural Engineering, Pontificia Universidad Católica de Chile, Vicuña Mackenna 4860, Macul, Santiago, Chile. 7820436.
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Esteban Sáez;
a
Department of Geotechnical and Structural Engineering, Pontificia Universidad Católica de Chile, Vicuña Mackenna 4860, Macul, Santiago, Chile. 7820436.b
Center for Integrated Natural Disaster Management CONICYT/FONDAP/15110017, Vicuña Mackenna 4860, Macul, Santiago, Chile. 7820436
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Luis Podestá;
Luis Podestá
a
Department of Geotechnical and Structural Engineering, Pontificia Universidad Católica de Chile, Vicuña Mackenna 4860, Macul, Santiago, Chile. 7820436.b
Center for Integrated Natural Disaster Management CONICYT/FONDAP/15110017, Vicuña Mackenna 4860, Macul, Santiago, Chile. 7820436
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Felipe Leyton
Felipe Leyton
c
National Seismological Center, University of Chile, Beauchef 850, Santiago, Chile. 8370448
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Alix Becerra
a
Department of Geotechnical and Structural Engineering, Pontificia Universidad Católica de Chile, Vicuña Mackenna 4860, Macul, Santiago, Chile. 7820436.a
Department of Geotechnical and Structural Engineering, Pontificia Universidad Católica de Chile, Vicuña Mackenna 4860, Macul, Santiago, Chile. 7820436.b
Center for Integrated Natural Disaster Management CONICYT/FONDAP/15110017, Vicuña Mackenna 4860, Macul, Santiago, Chile. 7820436
Luis Podestá
a
Department of Geotechnical and Structural Engineering, Pontificia Universidad Católica de Chile, Vicuña Mackenna 4860, Macul, Santiago, Chile. 7820436.b
Center for Integrated Natural Disaster Management CONICYT/FONDAP/15110017, Vicuña Mackenna 4860, Macul, Santiago, Chile. 7820436
Felipe Leyton
c
National Seismological Center, University of Chile, Beauchef 850, Santiago, Chile. 8370448
Publisher: Earthquake Engineering Research Institute
Received:
10 Nov 2014
Accepted:
27 Dec 2015
First Online:
09 Jun 2020
Online ISSN: 1944-8201
Print ISSN: 8755-2930
© 2016 Earthquake Engineering Research Institute
Earthquake Engineering Research Institute
Earthquake Spectra (2016) 32 (3): 1489–1505.
Article history
Received:
10 Nov 2014
Accepted:
27 Dec 2015
First Online:
09 Jun 2020
Citation
Alix Becerra, Esteban Sáez, Luis Podestá, Felipe Leyton; The 2014 Earthquake in Iquique, Chile: Comparison between Local Soil Conditions and Observed Damage in the Cities of Iquique and Alto Hospicio. Earthquake Spectra 2016;; 32 (3): 1489–1505. doi: https://doi.org/10.1193/111014EQS188M
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Index Terms/Descriptors
- acceleration
- amplitude
- bedrock
- body waves
- Chile
- chlorides
- clastic sediments
- dunes
- earthquakes
- elastic waves
- eolian features
- faults
- focus
- gravel
- ground motion
- halides
- halite
- harbors
- landfills
- marine sediments
- microseisms
- peak ground acceleration
- piers
- plate tectonics
- S-waves
- saline soils
- salinity
- sediments
- seismic waves
- seismicity
- soils
- South America
- subduction
- thrust faults
- velocity
- waste disposal
- Iquique Chile
- Iquique earthquake 2014
- Alto Hospicio Chile
Latitude & Longitude
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