Coupling between anisotropic damage and permeability variation in brittle rocks

DOI10.1002/nag.457zbMath1140.74509OpenAlexW2165829988MaRDI QIDQ5435692

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Publication date: 14 January 2008

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.457

zbMATH Keywords

damage modelsmicrocracksinduced anisotropybrittle rocksgranitepermeability change

Mathematics Subject Classification ID

Anisotropy in solid mechanics (74E10) Soil and rock mechanics (74L10) Brittle damage (74R05)

Related Items (5)

Micromechanical analysis of coupling between anisotropic damage and friction in quasi brittle materials: role of the homogenization scheme ⋮ A micromechanical model of elastoplastic and damage behavior of a cohesive geomaterial ⋮ A coupled thermo-hydro-mechanical-damage model for concrete subjected to moderate temperatures ⋮ Dual length scale non-local model to represent damage and transport in porous media ⋮ Non-local formulation for transport and damage in porous media

Cites Work

• Computational inelasticity

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