Earthquake fault rupture - Shallow foundation interaction in undrained soils: A simplified analytical approach

Date

2007-01-01

Author

Yılmaz, Mustafa Tolga

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The interaction between normal or reverse fault ruptures and shallow foundations resting on a homogeneous undrained soil layer is investigated. After performing a thorough set of non-linear finite element simulations, three simple kinematic mechanisms are proposed to predict the conditions for the fault rupture to be diverted by the foundation. The results obtained by both numerical and analytical approaches are in good agreement, and support the adequacy of the proposed mechanisms.

Subject Keywords

Geotechnical Engineering and Engineering Geology, Earth and Planetary Sciences (miscellaneous)

URI

https://hdl.handle.net/11511/38121

Journal

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS

DOI

https://doi.org/10.1002/eqe.625

Collections

Department of Engineering Sciences, Article

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Citation Formats

M. T. Yılmaz, “Earthquake fault rupture - Shallow foundation interaction in undrained soils: A simplified analytical approach,” EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, pp. 101–118, 2007, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/38121.