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Seismic hazard analysis of Laoag City, Northern Philippines for liquefaction potential assessment

Beroya-Eitner, Mary Antonette ; Aydin, A. (2008)
Seismic hazard analysis of Laoag City, Northern Philippines for liquefaction potential assessment.
In: Engineering Geology, 96 (1-2)
Artikel, Bibliographie

Kurzbeschreibung (Abstract)

A seismic hazard analysis was conducted in Laoag City, Northern Philippines to determine the design ground motion for liquefaction potential assessment of the area. Because the hazard analysis was done within the framework of liquefaction potential assessment, only those earthquakes with magnitude–distance combinations that are capable of generating liquefaction were considered in the study. Both probabilistic and deterministic approaches were used in the analysis. From the results of the probabilistic analysis, seismic hazard curves were generated from which the ground motion with a 10% probability of exceedance in 50years was obtained. This was then modified in consideration of the soft soil condition in the study area. Deaggregation was performed to determine the most likely earthquake to generate the said level of ground shaking.

Typ des Eintrags: Artikel
Erschienen: 2008
Autor(en): Beroya-Eitner, Mary Antonette ; Aydin, A.
Art des Eintrags: Bibliographie
Titel: Seismic hazard analysis of Laoag City, Northern Philippines for liquefaction potential assessment
Sprache: Englisch
Publikationsjahr: 16 Dezember 2008
Verlag: Elsevier
Titel der Zeitschrift, Zeitung oder Schriftenreihe: Engineering Geology
Jahrgang/Volume einer Zeitschrift: 96
(Heft-)Nummer: 1-2
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Kurzbeschreibung (Abstract):

A seismic hazard analysis was conducted in Laoag City, Northern Philippines to determine the design ground motion for liquefaction potential assessment of the area. Because the hazard analysis was done within the framework of liquefaction potential assessment, only those earthquakes with magnitude–distance combinations that are capable of generating liquefaction were considered in the study. Both probabilistic and deterministic approaches were used in the analysis. From the results of the probabilistic analysis, seismic hazard curves were generated from which the ground motion with a 10% probability of exceedance in 50years was obtained. This was then modified in consideration of the soft soil condition in the study area. Deaggregation was performed to determine the most likely earthquake to generate the said level of ground shaking.

Freie Schlagworte: Seismic hazard analysis, Liquefaction, Probabilistic approach, Deterministic approach, Deaggregation, Northern Philippines
Fachbereich(e)/-gebiet(e): 13 Fachbereich Bau- und Umweltingenieurwissenschaften
13 Fachbereich Bau- und Umweltingenieurwissenschaften > Institut für Geotechnik
Hinterlegungsdatum: 18 Dez 2020 09:07
Letzte Änderung: 06 Jan 2021 09:09
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