scientific article; zbMATH DE number 1559239

DOI<link itemprop=identifier href="https://doi.org/10.1002/1096-9853(20001225)24:15<1139::AID-NAG114>3.0.CO;2-3" /><1139::AID-NAG114>3.0.CO;2-3 10.1002/1096-9853(20001225)24:15<1139::AID-NAG114>3.0.CO;2-3zbMath0967.74040MaRDI QIDQ4528432

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Publication date: 30 August 2001

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zbMATH Keywords

second-rank symmetric tensoreffective stressinduced anisotropybrittle rocksanisotropic poroelastic damage modelBiot poroelastic theorycohesive geomaterialsmicrocrack propagation criterionoriented microcrackssaturated brittle porous materials

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Brittle damage (74R05)

Related Items (1)

BEM modeling of saturated porous media susceptible to damage

Cites Work

• Theory of Elasticity and Consolidation for a Porous Anisotropic Solid
• A Reformation of the Equations of Anisotropic Poroelasticity
• On the mechanical response of saturated cemented materials—part I: Theoretical considerations

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