Stress equivalence principle for saturated porous media

Comptes Rendus - Mecanique

Volumn 330, Issue 4, 2002, Pages 297-303

  Lydzba, Dariusz ^a   Shao, Jian Fu ^b  

^a WROCLAW UNIVERSITY OF TECHNOLOGY   (Poland)

^b CNRS   (France)

Author keywords

Effective stress; Granular media; Homogenization; Poroplasticity; Porous media

Indexed keywords

PLASTIC;

HOMOGENIZATION; PLASTICITY; POROUS MEDIUM; SATURATED MEDIUM; STRESS;

ARTICLE; MATERIALS; MATERIALS TESTING; MATHEMATICAL ANALYSIS; PLASTICITY; POROSITY; STRESS; TENSILE STRENGTH;

EID: 0036526507     PISSN: 16310721     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1631-0721(02)01463-8     Document Type: Article

References (8)

1. The concept of effective stress for soil, concrete and rock
2. Étude de comportment macroscopique d'un milieu poreux saturé déformable
3. Some basic stress-diffusion solutions for fluid saturated elastic porous media with compressible constituents
4. On the validity of the effective stress concept for assessing the strength of saturated porous materials: A homogenization approach
5. A micromechanics-based approach to the failure of saturated porous media
6. Study of poroelasticity material coefficients as response of microstructure
7. Elements of homogenization for inelastic solid mechanics