A general nonlinear mathematical model for soil consolidation problems

DOI10.1016/S0020-7225(97)00024-4zbMath0902.73066WikidataQ127704418 ScholiaQ127704418MaRDI QIDQ1388315

Luigi Preziosi, Renato Lancellotta

Publication date: 11 June 1998

Published in: International Journal of Engineering Science (Search for Journal in Brave)

zbMATH Keywords

finite strainLagrangian formulationinitial-boundary value problemsEulerian formulationthree-dimensional consolidation model

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Thermodynamics of continua (80A17)

Related Items (max. 100)

Mathematical modeling of flows through inelastic porous solids ⋮ A note on finite deformation consolidation models.

Cites Work

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• Theories of immiscible and structured mixtures
• On boundary conditions for a certain class of problems in mixture theory
• Incompressible porous media models by use of the theory of mixtures
• Nonlinear consolidation of soil modeling and solution techniques
• Fluid Dynamics / Strömungsmechanik
• Infiltration of initially dry, deformable porous media
• CONTINUUM THEORIES OF MIXTURES: BASIC THEORY AND HISTORICAL DEVELOPMENT
• Continuum Theories of Mixtures: Applications
• A BOUNDARY VALUE PROBLEM IN GROUNDWATER MOTION ANALYSIS — COMPARISON OF PREDICTIONS BASED ON DARCY’S LAW AND THE CONTINUUM THEORY OF MIXTURES

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