Verification of two-dimensional numerical earthquake site effects on a dam site, Costa Rica

C. Sigarán-Loría, H.R.G.K. Hack

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Abstract

The ground response and site effects of a steep valley were verified with a two dimensional plane strain analysis in the time domain against recorded motions.Weak motions (<0.15 g) have been measured on the site with three accelerographs placed at the base and crests of the slopes. The instrument at the base is on rock and the ones towards the crests on soil. Dynamic models were done with the finite element method (FEM), loading at the base the signals recorded on rock. The peak ground accelerations (PGA) obtained with the FEMfit with the ones measured in situ. The comparison between the main frequencies of the events and the fundamental frequencies of the site show resonance effects. The raised amplifications were demonstrated to be caused by geological site effects, related to the upper geotechnical unit and not by the topography. These results show the importance of subsurface structure in causing resonance effects.
Original languageEnglish
Title of host publication11th Congress of the International Society for Rock Mechanics
Subtitle of host publicationThe second half century of rock mechanics, 9-13 July, 2007, Lisbon, Portugal
EditorsL. Ribeiro e Sousa, N. Grossmann, C. Olalla
Place of PublicationLondon
PublisherTaylor & Francis
Pages1203-1207
ISBN (Print)978-0-41545-084-3
Publication statusPublished - 2007
Event11th Congress of the International Society for Rock Mechanics, ISRM 2007: The Second Half Century of Rock Mechanics - Lisbon, Portugal
Duration: 9 Jul 200713 Jul 2007
Conference number: 11

Conference

Conference11th Congress of the International Society for Rock Mechanics, ISRM 2007
Abbreviated titleISRM
Country/TerritoryPortugal
CityLisbon
Period9/07/0713/07/07

Keywords

  • ADLIB-ART-226
  • ESA
  • n/a OA procedure

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