Experimental investigation of the rocking response of SDOF systems on sand

P. Kokkali, T. Abdoun, I. Anastasopoulos, R. Kourkoulis, F. Gelagoti, G. Gazetas

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Highly inelastic foundation response is inevitable in a strong earthquake event. Shallow foundations supporting bridge piers or building columns and frame walls may experience sliding and/ or uplifting from the supporting soil or bearing capacity failure. However, such non-linear foundation response may be beneficial for the overall system performance since high energy dissipation occurs at the foundation level, thus limiting the ductility demands exerted on the structural components. This paper presents an experimental investigation of the rocking response of surface foundations on dry sand. A comparison between centrifuge tests and equivalent reduced scale 1 g slow cyclic tests is presented in order to explore the effects associated with the low confining stresses prevailing at 1 g test conditions.

Original languageEnglish (US)
Title of host publicationPhysical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014
PublisherTaylor and Francis - Balkema
Pages659-665
Number of pages7
ISBN (Print)9781138022218
DOIs
StatePublished - 2014
Event8th International Conference on Physical Modelling in Geotechnics, ICPMG 2014 - Perth, WA, Australia
Duration: Jan 14 2014Jan 17 2014

Publication series

NamePhysical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014
Volume1

Other

Other8th International Conference on Physical Modelling in Geotechnics, ICPMG 2014
CountryAustralia
CityPerth, WA
Period1/14/141/17/14

ASJC Scopus subject areas

  • Geochemistry and Petrology

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  • Cite this

    Kokkali, P., Abdoun, T., Anastasopoulos, I., Kourkoulis, R., Gelagoti, F., & Gazetas, G. (2014). Experimental investigation of the rocking response of SDOF systems on sand. In Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014 (pp. 659-665). (Physical Modelling in Geotechnics - Proceedings of the 8th International Conference on Physical Modelling in Geotechnics 2014, ICPMG 2014; Vol. 1). Taylor and Francis - Balkema. https://doi.org/10.1201/b16200-90