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Non-linear rocking stiffness of embedded foundations in sand
Institute for Geotechnical Engineering, ETH Zurich, Zurich, Switzerland.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Mining and Geotechnical Engineering.ORCID iD: 0000-0003-1935-1743
Institute for Geotechnical Engineering, ETH Zurich, Zurich, Switzerland.
2019 (English)In: Geotechnique, ISSN 0016-8505, E-ISSN 1751-7656, Vol. 69, no 9, p. 767-782Article in journal (Refereed) Published
Abstract [en]

The rocking response of embedded foundations in sand is studied, combining centrifuge modelling and numerical analysis. In total, 51 centrifuge model tests are conducted at ETH Zurich, varying the embedment ratio D/B and the factor of safety against vertical loading (bearing capacity), Fs. The experimental results are used to validate three-dimensional finite-element models, which are subsequently employed for a parametric study. The initial two phases of non-linear response are studied, namely quasi-elastic and non-linear response, while the third phase (plastic response) will be examined in a forthcoming publication. Regarding small-strain rocking stiffness, Kr (first phase), an extended formula is proposed, accounting for soil inhomogeneity along the embedded sidewalls. Kr is shown to decrease with Fs, due to initial soil yielding from vertical loading. The formula is further extended to account for the role of Fs, offering improved estimation of small-strain rocking stiffness. With respect to the non-linear response (second phase), it is shown that the degradation curves of rocking stiffness with rotation can become approximately dimensionless, if the rotation θ is normalised to a characteristic rotation, θs. The increase of D/B leads to a reduction of the normalised rotation θ/θs at which the non-linear response is initiated, due to the increasing participation of sidewall friction.

Place, publisher, year, edition, pages
ICE Publishing , 2019. Vol. 69, no 9, p. 767-782
Keywords [en]
centrifuge modelling, dynamics, earthquakes, numerical modelling, soil/structure interaction, stiffness
National Category
Geotechnical Engineering
Research subject
Soil Mechanics
Identifiers
URN: urn:nbn:se:ltu:diva-75766DOI: 10.1680/jgeot.17.P.201ISI: 000480675700002Scopus ID: 2-s2.0-85070779815OAI: oai:DiVA.org:ltu-75766DiVA, id: diva2:1346996
Note

Validerad;2019;Nivå 2;2019-08-29 (johcin)

Available from: 2019-08-29 Created: 2019-08-29 Last updated: 2019-08-29Bibliographically approved

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