Poroelastic theory of consolidation for a two-layer system with an upper unsaturated soil and a lower saturated soil under fully permeable boundary conditions
Wei‐Cheng Lo, Ronaldo I. Borja, Jiao-Hong Deng, Jhe-Wei Lee
Topics & Concepts
PoromechanicsPore water pressureBoundary value problemConsolidation (business)CompressibilityMechanicsDrainageGeologyGeotechnical engineeringScalingVadose zoneMixture theoryEffective stressLaplace transformSoil waterMathematicsGeometrySoil sciencePorous mediumMathematical analysisPorosityPhysicsStatisticsBusinessBiologyMixture modelAccountingEcologySoil and Unsaturated FlowLandslides and related hazardsGeotechnical Engineering and Soil Mechanics