Rocking response of structures with shallow foundations on thin liquefiable layers

نویسندگان

چکیده

In the event of earthquake-induced liquefaction, structures with shallow foundations can suffer excessive settlement and rotation. this paper, rotational response resting on liquefiable layers thickness equal to or smaller than width foundation is examined through a series dynamic centrifuge experiments. Moment–rotation backbone curves are extracted corresponding evolution rocking stiffness increasing rotation depicted, in normalised terms. A attenuation relation proposed, which be used for simplified predictions maximum residual using spring dashpot models. Two such examples presented, one an iterative, equivalent-linear approximation, Masing's rules cyclic response, extended Pyke's hypothesis.

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ژورنال

عنوان ژورنال: Geotechnique

سال: 2022

ISSN: ['0016-8505', '1751-7656']

DOI: https://doi.org/10.1680/jgeot.19.p.077