Dynamic centrifuge tests for soil-foundation-structure interaction problems: Disconnected piled raft (dpr)

  • D. S. Kim
  • , K. W. Ko
  • , S. Manandhar
  • , H. J. Park
  • , J. G. Ha

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

1 Scopus citations

Abstract

The evaluation of seismic behavior of structure considering soil-foundation-structure interaction (SFSI) has emerged as an important area of research for effective seismic design. In order to investigate SFSI problems, it could be advantageous to perform the centrifuge tests owing to not only simulating the soil-foundation-structure system easily, but also observing the large-strain, non-linear behavior at in-situ stress conditions. In this study, the effectiveness of the centrifuge tests for the SFSI problems is validated and its application to the SFSI problems is studied by focusing on seismic response of the structure on the disconnected piled raft (DPR) and the dynamic bending moment of the DPR.

Original languageEnglish
Title of host publicationEarthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019
EditorsFrancesco Silvestri, Nicola Moraci
PublisherCRC Press/Balkema
Pages105-120
Number of pages16
ISBN (Print)9780367143282
StatePublished - 2019
Event7th International Conference on Earthquake Geotechnical Engineering, ICEGE 2019 - Rome, Italy
Duration: 17 Jan 201920 Jan 2019

Publication series

NameEarthquake Geotechnical Engineering for Protection and Development of Environment and Constructions- Proceedings of the 7th International Conference on Earthquake Geotechnical Engineering, 2019

Conference

Conference7th International Conference on Earthquake Geotechnical Engineering, ICEGE 2019
Country/TerritoryItaly
CityRome
Period17/01/1920/01/19

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