Tom Schanz 
Theoretical and Numerical Unsaturated Soil Mechanics [PDF ebook] 

Constitutive Modelling.- Mechanical Model for Unsaturated MX–80.- Hypoplastic Modeling of the Disintegration of Dry and Saturated Weathered Broken Rock.- A Framework for Analysis of Diffuse Instability in Partially Saturated Granular Soils.- Interpretation of the Behaviour of Compacted Soils Using Cam-Clay Extended to Unsaturated Conditions.- Independent Roles of the Stress State Variables on Volume–Mass Constitutive Relations.- The Soil Water Characteristics of Two-Component Sand Mixtures.- Physical Modeling of SWCC for Granular Materials.- Implications of a Generalized Effective Stress on the Constitutive Modelling of Unsaturated Soils.- Shear Strength of Unsaturated Soils: Experiments, DEM Simulations, and Micromechanical Analysis.- Geochemical Effects on Swelling Pressure of Highly Compacted Bentonite: Experiments and Model Analysis.- Use of State Surface Approach to Explain the Barcelona Basic Model.- Fundamental Methods.- Saturated Elasto-Plastic Porous Media under Consideration of Gaseous and Liquid Phase Transitions.- A Stress-Strain Framework for Modelling the Behaviour of Unsaturated Soils under Non-Isothermal Conditions.- Numerical Simulation of Multiphase Multicomponent Processes Considering Structural Alterations of Porous Media ? a Phenomenological Model.- Flow and Contaminant Transport Model for Unsaturated Soil.- Numerical Modelling of Flow in Variably Saturated Porous Media with Fluctuating Shallow Water Tables.- Residual Strength of Clays at High Suctions.- Parallel Finite Element Analysis of THM Coupled Processes in Unsaturated Porous Media.- Development of an Object-Oriented Parallel Finite Element Code for Unsaturated Soils.- Applications.- Modeling Unsaturated Flow and Atmospheric Interactions.- Mechanical Behaviour of a Clay Layer for Landfill Cap Cover Application: Experimental Investigation and Numerical Modelling.- Finite Element Modelling of Soil-Vegetation Interaction.- Contaminant Transport Modelling Using EFGM.