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A procedure for the direct determination of Bishop's χ parameter from changes in pore size distribution

Géotechnique, 2017-07, Vol.67 (7), p.631-636

2017

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A microstructurally based effective stress for unsaturated soils

Géotechnique, 2010-12, Vol.60 (12), p.913-925

2010

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Swelling behaviour of compacted Maryland clay under different boundary conditions

Géotechnique, 2019-06, Vol.69 (6), p.514-525

2019

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The effect of thermal cycles on limestone mechanical degradation

International journal of rock mechanics and mining sciences (Oxford, England : 1997), 2018-09, Vol.109, p.115-123

2018

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A full-scale in situ heating test in Callovo-Oxfordian claystone: observations, analysis and interpretation

Computers and geotechnics, 2021-05, Vol.133, p.104045, Article 104045

2021

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In situ behaviour of a stiff layered clay subject to thermal loading: observations and interpretation

Géotechnique, 2007-03, Vol.57 (2), p.207-228

2007

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

Géotechnique, 2003-02, Vol.53 (1), p.123-135

2003

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Benchmark of constitutive models for unsaturated soils

Géotechnique, 2011-04, Vol.61 (4), p.283-302

2011

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Effect of thermal cycles on rock cliff deformation. Monitoring and interpretation

IOP conference series. Earth and environmental science, 2021-08, Vol.833 (1), p.12152

2021

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Modelling the mechanical behaviour of expansive clays

Engineering geology, 1999-09, Vol.54 (1), p.173-183

1999

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Effect of thermo-hydro-mechanical coupling on the evolution of stress in the concrete liner of an underground drift in the Cigéo project

IOP conference series. Earth and environmental science, 2021-08, Vol.833 (1), p.12200

2021

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A constitutive model for soft clayey rocks that includes weathering effects

Géotechnique, 2007-03, Vol.57 (2), p.137-151

2007

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Analysis of the hydration of a bentonite seal in a deep radioactive waste repository

Engineering geology, 2005-11, Vol.81 (3), p.317-328

2005

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A stress point algorithm for an elastoplastic model in unsaturated soils

International journal of plasticity, 2000, Vol.16 (2), p.121-141

2000

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Simulation aided testing of hydro-mechanical processes on clay

EPJ Web of conferences, 2010-01, Vol.6, p.17002

2010

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A cross-anisotropic formulation for elasto-plastic models

Géotechnique letters, 2016-06, Vol.6 (2), p.156-162

2016

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Analysis of Post-Failure Slope Movements within the Framework of Hazard and Risk Analysis

Natural hazards (Dordrecht), 2002-05, Vol.26 (1), p.83-109

2002

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Coupled analysis of a backfill hydration test

International journal for numerical and analytical methods in geomechanics, 1998-01, Vol.22 (1), p.1-27

1998

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Modelling the Mechanical Behaviour of Callovo-Oxfordian Argillite. Formulation and Application

Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS), 2017, p.37-44

2017

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Numerical modelling of unsaturated bentonite subjected to different hydro-mechanical stress paths

Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society, 2024, p.777-782

1, 2024

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Towards improved earthquake preparedness: Site effects considering multiple seismic zones

Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society, 2024, p.1412-1417

1, 2024

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Prediction of water content under climatic actions. A method based on spectral analysis and soil transfer functions

Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society, 2024, p.1368-1372

1, 2024

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Modelling the small strain behaviour of a cemented silty sand with bounding plasticity

Numerical Methods in Geotechnical Engineering IX, 2018, Vol.1, p.289-297

1, 2018

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Hydro-mechanical modelling of an unsaturated seal structure

Numerical Methods in Geotechnical Engineering IX, 2018, Vol.1, p.757-763

1, 2018

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Modelling the Small Strain Behaviour of a Cemented Silty Sand with Bounding Plasticity

Numerical Methods in Geotechnical Engineering IX, 2018, Vol.1, p.289-297

1, 2018

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A procedure for the direct determination of Bishop's χ parameter from changes in pore size distribution

A microstructurally based effective stress for unsaturated soils

Swelling behaviour of compacted Maryland clay under different boundary conditions

The effect of thermal cycles on limestone mechanical degradation

A full-scale in situ heating test in Callovo-Oxfordian claystone: observations, analysis and interpretation

In situ behaviour of a stiff layered clay subject to thermal loading: observations and interpretation

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

Benchmark of constitutive models for unsaturated soils

Effect of thermal cycles on rock cliff deformation. Monitoring and interpretation

Modelling the mechanical behaviour of expansive clays

Effect of thermo-hydro-mechanical coupling on the evolution of stress in the concrete liner of an underground drift in the Cigéo project

A constitutive model for soft clayey rocks that includes weathering effects

Analysis of the hydration of a bentonite seal in a deep radioactive waste repository

A stress point algorithm for an elastoplastic model in unsaturated soils

Simulation aided testing of hydro-mechanical processes on clay

A cross-anisotropic formulation for elasto-plastic models

Analysis of Post-Failure Slope Movements within the Framework of Hazard and Risk Analysis

Coupled analysis of a backfill hydration test

Modelling the Mechanical Behaviour of Callovo-Oxfordian Argillite. Formulation and Application

Numerical modelling of unsaturated bentonite subjected to different hydro-mechanical stress paths

Towards improved earthquake preparedness: Site effects considering multiple seismic zones

Prediction of water content under climatic actions. A method based on spectral analysis and soil transfer functions

Modelling the small strain behaviour of a cemented silty sand with bounding plasticity

Hydro-mechanical modelling of an unsaturated seal structure

Modelling the Small Strain Behaviour of a Cemented Silty Sand with Bounding Plasticity

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