Micromechanical aspects of the shear strength of wet granular soils

DOI10.1002/nag.695zbMath1273.74225OpenAlexW1991022770MaRDI QIDQ2856311

Usama El Shamy, T. Gröger

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.695

zbMATH Keywords

suctioneffective stressliquid bridgediscrete elementsunsaturated granular soil

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Micromechanics of solids (74M25) Soil and rock mechanics (74L10)

Related Items (1)

Meso-hydro-mechanically informed effective stresses and effective pressures for saturated and unsaturated porous media

Uses Software

• PFC3D

Cites Work

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• PFC3D
• Microstructural deformation mechanisms of unsaturated granular soils
• Simulating the collapse of unsaturated soil by DEM
• A continuum-discrete hydromechanical analysis of granular deposit liquefaction
• Solid-liquid-air coupling in multiphase porous media
• Dynamic behaviour of unsaturated porous media: governing equations using the Theory of Mixtures with Interfaces (TMI)

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