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Centrifuge Shake Table Tests on Rocking Footings on Sand
This paper focuses on characterizing the cyclic behavior of a heavily loaded rocking footing supporting a bridge pier using centrifuge-model scale shake table tests. The intention of the test presented in this paper is to provide a baseline response for a footing that is expected to fail in the mode of rocking while supported on a uniform loose sand deposit. After presenting the details of the experimental setup and instrumentation plan, the results from a cyclic loading experiment are presented. Similar to the majority of tests in the FoRDy database, the footings investigated in this study were heavily loaded and experienced overturning failure.
Centrifuge Shake Table Tests on Rocking Footings on Sand
This paper focuses on characterizing the cyclic behavior of a heavily loaded rocking footing supporting a bridge pier using centrifuge-model scale shake table tests. The intention of the test presented in this paper is to provide a baseline response for a footing that is expected to fail in the mode of rocking while supported on a uniform loose sand deposit. After presenting the details of the experimental setup and instrumentation plan, the results from a cyclic loading experiment are presented. Similar to the majority of tests in the FoRDy database, the footings investigated in this study were heavily loaded and experienced overturning failure.
Centrifuge Shake Table Tests on Rocking Footings on Sand
Newgard, Jeffrey T. (Autor:in) / Hutchinson, Tara (Autor:in) / McCartney, John S. (Autor:in)
Geo-Congress 2022 ; 2022 ; Charlotte, North Carolina
Geo-Congress 2022 ; 629-637
17.03.2022
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Centrifuge Shake Table Tests on Rocking Footings on Sand
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