Correction to the gas phase pressure term in the continuum model for partially saturated granular media presented by Pietruszczak and co-workers

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 27, Issue 7, 2003, Pages 627-632

  Iveson, Simon M ^a  

^a UNIVERSITY OF NEWCASTLE   (Australia)

Author keywords

Constitutive equations; Partially saturated soils; Soil mechanics

Indexed keywords

BUBBLES (IN FLUIDS); DYNAMIC MECHANICAL ANALYSIS; ELASTIC MODULI; GRANULAR MATERIALS; PRESSURE EFFECTS; VISCOSITY OF LIQUIDS;

GAS PHASE PRESSURE;

CONTINUUM MECHANICS;

DYNAMIC RESPONSE; GRANULAR MEDIUM; MODELING; SOIL MECHANICS;

DYNAMIC RESPONSE; GRANULAR MEDIUM; MODELING; SOIL MECHANICS;

EID: 0038081294     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.289     Document Type: Article

References (3)

1. Pietruszczak S. A continuum theory of granular media partially saturated with a viscous fluid. International Journal for Numerical and Analytical Methods in Geomechanics 1994; 18(2):93-105.
2. Pietruszczak S, Paude GN. On the mechanics of saturated soils. Computers and Geotechnics 1991; 12(1):55-71.
3. Shaw DJ. Colloid and Surface Chemistry (4th edn). Butterworth-Heinemann: Oxford, 1992.