作者: Ranbir S Sandhu
DOI:
关键词: Porous medium 、 Liquefaction 、 Saturated soils 、 Classical mechanics 、 Multiphase flow 、 Soil mechanics 、 Consolidation (soil) 、 Geomechanics 、 Materials science
摘要: Abstract : Theories of mechanical behavior saturated soils are reviewed. The discussion spans the classical approaches to quasi-static and dynamic response deformable porous media as well theories mixtures their application in geomechanics. Different description motion superposed continua, derivation balance laws development constitutive relationships compared. notion mixture a single body is questioned. Alternative concepts liquid-solid considered. role thermodynamic principle examined. Keywords: Balance laws; Constitutive relations; Consolidation; Flow through media; Liquefaction; mixtures.