Solowski, Wojciech Tomasz

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Unsaturated soils : constitutive modelling and explicit stress integration

Durham e-Theses

(planned 2009) Comparison of efficiency and accuracy of explicit and implicit integration schemes for Barcelona Basic Model.

A cap model for partially saturated soils.

A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.

A constitutive model for partially saturated soils.

A critical assessment of methods of correcting for drift from the yield surface in elasto-plastic finite element analysis.

A critical state framework for unsaturated soil. PhD thesis.

A double structure generalized plasticity model for expansive materials.

A framework for the behaviour of unsaturated expansive clays.

A framework for unsaturated soil behaviour.

A method of estimating the soil-water retention curve for plastic soils.

A microstructural model for the volume changes of unsaturated clayey soils due to wetting.

A natural compression law for soils (an advance on e-log p'),

A new model for water retention behaviour.

A new modelling approach for unsaturated soils using independent stress variables.

A stress point algorithm for an elastoplastic model in unsaturated soils.

A study of hysteresis models for solwater characteristic curves..

A Study of Plasticity Theories and Their Applicability to Soils, Ph.D. Thesis,

A thermo-hydro-mechanical stress-strain framework for modelling the performance of clay barriers in deep geological repositories for radioactive waste , in:

A unified bounding surface plasticity model for unsaturated soils.

A volume-mass constitutive model for unsaturated soils in terms of two independent stress variables.

Advanced hydro-mechanical coupling for unified constitutive modelling of unsaturated soils. , in: Unsaturated Soils:

Advanced laboratory characterisation of London Clay. PhD Thesis.

An anisotropic elasto-plastic model for unsaturated soils, in: Unsaturated Soils:

An effective stress elastic-plastic model for unsaturated porous media.

An efficient Runge-Kutta (4,5) pair.

An elasto-plastic critical state framework for unsaturated soil.

An elasto-plastic model for compacted soils.

An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour.

An elasto-plastic model for unsaturated soils.

An evaluation of substepping and implicit stress point algorithms.

An extended Cam-Clay model for unsaturated soils with hydraulic hysteresis.

Aspects of finite element implementation of critical state models.

Cam-Clay plasticity. Part V: A mathematical framework for threephase deformation and strain localization analyses of partially saturated porous media.

Characterisation and thermal-hydro-mechanical behaviour of unsaturated Boom clay: an experimental study.

Closed-form functions for the soil water-retention curve of sand fractions and sand mixtures.

Collapse behaviour of a compacted silty clay. PhD thesis.

Collapse behaviour of unsaturated compacted soil with different initial densities.

Collapsing behaviour of residual soils.

Comments on use of the Barcelona Basic Model for unsaturated soils.

Compartamento di terreni costipati non saturi a piccolo, medie e grandi deformazioni. PhD thesis (in Italian), Universita di Roma &quot;La Sapienza&quot; and Universita di Napoli &quot;Federico II&quot;,

Comportement mecanique d'un limon non sature. PhD thesis (in French),

Computational methods in ordinary differential equations.

Constitutive and numerical modelling of unsaturated soils.

Coupling between mechanical and water retention behaviour in unsaturated soils. Presentation during MUSE school in Naples. May be downloaded from MUSE website muse.dur.ac.uk.

Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils.

Critical-state paramters for an unsaturated residual sandy clay.

Development, implementation and application of partially saturated soil models in finite element analysis. PhD thesis,

Direct and indirect tensile tests for measuring the equivalent effective stress in a kaolinite clay.

Dual porosity and secondary consolidation.

Elastic-plastic modelling of unsaturated soil using results from a new triaxial test with controlled suction.

Elastoplastic model for unsaturated soil wih incorporation of the soil-water characteristic curve.

Elastoplastic modelling of hydraulic and stressstrain behaviour of unsaturated soils.

Elastoplastic soil constitutive laws generalised to partially saturated states.

Environmental soil physics: fundamentals, applications, and environmental considerations.

Equations for the entire soil-water characteristic curve of a volume change soil.

Estimating soil water retention curve from particlesize distribution data based on polydisperse sphere systems.

Estudio experimental del comportamiento hidro-mecanico de suelos colapsables. PhD thesis. Universitat Politecnica de Catalunya,

Etude du comportement d'un limon compacte non sature et de sa modelisation dans un cadre elasto-plastique.

Experimental behaviour and modelling of an unsaturated compacted soil.

Experimental study of macro- and microbehaviour of natural diatomite.

Fabric evolution during hydromechanical loading of a compacted silt.

Finite element analysis in geotechnical engineering.

Finite element formulation and algorithms for unsaturated soils. Part I: Theory.

Finite element formulation and algorithms for unsaturated soils. Part II: Verification and application.

Hysteresis of capillary stress in unsaturated granular soil.

Influence of matric suction on the volume change behaviour of a compacted clayey soil.

Interpretation of the direct shear strength of desiccated compacted soil in high soil suction ranges. Environmental Geomechanics, Monte Verita,

Introduction to Numerical Analysis. Third Edition.

Mechanical behaviour of compacted composite clays.

Mechanical behaviour of unsaturated aggregated soils. PhD thesis, Ecole Polytechnique Federale de

Mechanical behaviour of unsaturated highly expansive clays.

Mechanics and thermodynamics of multiphase flow in porous media including interphase boundaries.

Methods of sample preparation in microstructural analysis of soil. Soil microscopy.

Microstructure of a compacted silt.

Microstructure of a lime stabilised compacted silt.

MIT Lecture notes: Fluid dynamics. Chapter 7.b Surface tension.

Modelling of the collapsible behaviour of unsaturated soils in hypoplasticity. In: Unsaturated Soils:

Modelling the mechanical behaviour of expansive clays.

Modelling the soil water retention curve for conditions of variable porosity.

Modelling the variation of degree of saturation in a deformable unsaturated soil.

MUSE Task B. Benchmark B8. Parameter determination for the Barcelona Basic Model. Unpublished, please contact the authors for a copy.

MUSE Task C. Benchmark for Task C5b &quot;Collapse of a soil column by wetting&quot; Specifications. Unpublished, please contact author for a copy.

Nature of soil-water characteristic curve for plastic soils.

Numerical initial value problems in ordinary differential equations. Englewood Cliffs,

Numerical methods for differential equations. A computational approach. Boca

Numerical recipes in C++. The art of scientific computing. Second edition.

Numerical solution of ordinary differential equations.

On extrapolation algorithms for ordinary initial value problems.

On the capillary forces in an ideal soil; Correction of formuale given by W.B.

On the generalised stress-strain behaviour of 'wet' clay.

Ordinary and partial differential equation routines in

PhD thesis.

Pore size distribution of unsaturated compacted kaolin: the initial states and final states following saturation.

Refined explicit integration of elastoplastic models with automatic error control.

Relationship between soil structure and mechanical behaviour for an expansive unsaturated clay.

Residual strength of clays at high suctions.

Scientific computing with ordinary differential equations. Text in applied mathematics 42.

Unsaturated soils: constitutive modelling and explicit stress integration

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