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Earthquake fault rupture - Shallow foundation interaction in undrained soils: A simplified analytical approach
Date
2007-01-01
Author
Yılmaz, Mustafa Tolga
Metadata
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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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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.