Stress‐Deformation Analysis for Unsaturated Soils

This chapter contains sections titled: Introduction Concepts of Volume Change and Deformation Volume-Mass Constitutive Relations Compressibility Form for Unsaturated Soil Constitutive Relations Relationship Among Volumetric Deformation Coefficients Pham-Fredlund Volume-Mass Constitutive Model (2011a) Formulation of Partial Differential Equations for Stress-Deformation in Unsaturated Soils Measurement of Stress-Deformation Properties for Unsaturated Soils