A model for coupled mechanical and hydraulic behaviour of a rock joint

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(199801)22:1<29::AID-NAG907>3.0.CO;2-N" /><29::AID-NAG907>3.0.CO;2-N 10.1002/(SICI)1096-9853(199801)22:1<29::AID-NAG907>3.0.CO;2-NzbMath0947.74035OpenAlexW2049278005MaRDI QIDQ4222645

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Publication date: 2 November 2000

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199801)22:1<29::aid-nag907>3.0.co;2-n

zbMATH Keywords

plastic workstress-strain relationshipplasticity theoryjointed rock massescoupled thermal-hydraulic-mechanical behaviourfinite element code FRACONgouge productionjoint compressive strengthjoint roughness coefficient

Mathematics Subject Classification ID

Hydrology, hydrography, oceanography (86A05) Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

Related Items (2)

Contact mechanics of a dilatant region located at a compressed elastic interface ⋮ Frictional contact of laminated elastic half-spaces allowing interface cavities. Part 1: Analytical treatment

Cites Work

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• Constitutive models for rock discontinuities with dilatancy and surface degradation
• Modelling of joints and interfaces using the disturbed‐state concept

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