Journal ArticleDOI
Dynamics of nonlinear porous media with applications to soil liquefaction
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In this article, a finite element implementation of Biot's theory and two numerical applications involving the seismic behavior of saturated soil deposits are presented. But the authors focus on the nonlinear regime of saturated porous media.About:
This article is published in Soil Dynamics and Earthquake Engineering.The article was published on 2006-06-01. It has received 84 citations till now. The article focuses on the topics: Seismic loading & Soil liquefaction.read more
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Numerical simulation of dynamic soil-structure interaction in shaking table testing
TL;DR: In this article, a simulation of the soil-structure interaction (SSI) phenomenon in a shaking table facility is presented, where the simulation is conducted in the linear viscoelastic domain using the substructure approach.
Journal ArticleDOI
Earthquake triggering of mud volcanoes
TL;DR: In this article, the Niikappu group of mud volcanoes in Japan has been analyzed for the response to several earthquakes and it was shown that they are more sensitive to earthquakes than quiescent systems.
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Shaking-table tests and numerical simulations on a subway structure in soft soil
TL;DR: In this article, the authors investigated the damage mechanisms of a subway structure in soft soil while experiencing strong ground motions and found that the structure was most severely damaged at the top or the bottom of the interior columns.
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6th Ishihara lecture: Simplified procedure for estimating liquefaction-induced building settlement
Jonathan D. Bray,Jorge Macedo +1 more
TL;DR: In this article, a simplified procedure is developed based on the results of these analyses to estimate the shear-induced component of liquefaction building settlement, which can be used to evaluate building performance at liquefiable sites.
Journal ArticleDOI
Dynamics of unsaturated poroelastic solids at finite strain
Ryosuke Uzuoka,Ronaldo I. Borja +1 more
TL;DR: In this paper, the authors derived the governing equations for the dynamic response of unsaturated poroelastic solids at finite strain and derived simplified governing equations from the complete coupled formulation by neglecting the material time derivative of the relative velocities and the advection terms of the pore fluids relative to the solid skeleton.
References
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Book
The finite element method
TL;DR: In this article, the methodes are numeriques and the fonction de forme reference record created on 2005-11-18, modified on 2016-08-08.
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Theory of Propagation of Elastic Waves in a Fluid‐Saturated Porous Solid. I. Low‐Frequency Range
TL;DR: In this article, a theory for the propagation of stress waves in a porous elastic solid containing compressible viscous fluid is developed for the lower frequency range where the assumption of Poiseuille flow is valid.
Journal ArticleDOI
Simplified procedure for evaluating soil liquefaction potential
H. Bolton Seed,Izzat M. Idriss +1 more
TL;DR: Significant factors affecting the liquefaction (or cyclic mobility) potential of sands during earthquakes are identified, and a simplified procedure for evaluating the potential of sand during earthquakes is presented as mentioned in this paper.
Book
Numerical methods in finite element analysis
TL;DR: Numerical methods in finite element analysis, Numerical techniques in finite elements analysis, and so on.