Numerical modelling of dynamic consolidation on granular soils

DOI10.1002/NAG.676zbMath1273.74273OpenAlexW2091667630MaRDI QIDQ2856288

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Publication date: 24 October 2013

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.676

zbMATH Keywords

Biot's equationssoil improvementconstitutive model for sandscoupled formulationsimpacts on soils

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Soil and rock mechanics (74L10)

Related Items (4)

\(u\)-\(w\) formulation for dynamic problems in large deformation regime solved through an implicit meshfree scheme ⋮ A consistent u-p formulation for porous media with hysteresis ⋮ A thermo-hydro-mechanical model for multiphase geomaterials in dynamics with application to strain localization simulation ⋮ Mixed isogeometric collocation methods for the simulation of poromechanics problems in 1D

Cites Work

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• A new stabilized enhanced strain element with equal order of interpolation for soil consolidation problems.
• Generalized plasticity and the modelling of soil behaviour
• Evaluation of three‐ and two‐field finite element methods for the dynamic response of saturated soil
• Analytical solution for two‐dimensional dynamic consolidation in frequency domain
• Liquefaction and cyclic mobility model for saturated granular media

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