A numerical procedure for the analysis of the hydromechanical coupling in fractured rock masses

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(1998110)22:11<867::AID-NAG946>3.0.CO;2-6" /><867::AID-NAG946>3.0.CO;2-6 10.1002/(SICI)1096-9853(1998110)22:11<867::AID-NAG946>3.0.CO;2-6zbMath0928.74100OpenAlexW2093289549MaRDI QIDQ4243190

I. C. Duarte Azevedo, L. E. Vaz, E. A. Vargas

Publication date: 9 January 2000

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(1998110)22:11<867::aid-nag946>3.0.co;2-6

zbMATH Keywords

Barton-Bandis modelequivalent continuum approachfoundation of dam

Mathematics Subject Classification ID

Small-strain, rate-dependent theories of plasticity (including theories of viscoplasticity) (74C10) Anelastic fracture and damage (74R20) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

Related Items (1)

Coupled HM analysis using zero-thickness interface elements with double nodes. Part I: Theoretical model

Cites Work

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