The aim of fuis study is to understand coupled phenomena that occur in swelling porous materials like clays. Electro-chemo-hydro-mechanical contributions are taken into account to analyze transfers in such minerais. ln a first fart, an general discussion is proposed to introduce mineralogical and physico-chemical considerations of clayey media. An important objective of this chapter is to show the crucial role of the microstructure. ln a second part is presented an imbibition test in a MX80 bentonite powder. The hydraulic diffusivity versus water content curve's decrease is explained thanks to a double porosity model that shows the progressive collapse of mesopores due to swelling effects at the microscale. Thus a multi- scale analysis is n...
This thesis deals with the hydro-mechanical behaviour of argillite. Classical Biot theory is shown t...
This thesis deals with the hydro-mechanical behaviour of argillite. Classical Biot theory is shown t...
The osmotic, hydraulic and self-healing efficiency of bentonite based barriers (e.g. geosynthetic cl...
L'objet de cette étude est de comprendre les phénomènes couplés dont peuvent être le siège les mili...
An elastic-plastic model that accounts for electro-chemo-mechanical couplings in clays, due to the p...
Expansive clays used in engineering practice are usually unsaturated and are sensitive to chemical c...
In this work, we study electro-chemo-mechanical effects at the nanoscale of smectite clay particles ...
Our recently developed multi-scale form of Terzaghi’s effective stress principle for unsaturated swe...
Une étude multi-échelle du gonflement d’une smectite en milieu confiné est proposée par une analyse ...
Our recently developed multi-scale form of Terzaghi’s effective stress principle for unsaturated swe...
International audienceA three-scale model is proposed to describe electro-chemo-mechanical couplings...
Accès restreint aux membres de l'Université de Lorraine jusqu'au 2017-12-15A multi-scale investigati...
Movement of water and solutes in clay is important in groundwater and waste management, e.g. in seaw...
Swelling occuring during solid clay investigations by adding fluids cannot be fully explained by the...
Accès restreint aux membres de l'Université de Lorraine jusqu'au 2017-12-15A multi-scale investigati...
This thesis deals with the hydro-mechanical behaviour of argillite. Classical Biot theory is shown t...
This thesis deals with the hydro-mechanical behaviour of argillite. Classical Biot theory is shown t...
The osmotic, hydraulic and self-healing efficiency of bentonite based barriers (e.g. geosynthetic cl...
L'objet de cette étude est de comprendre les phénomènes couplés dont peuvent être le siège les mili...
An elastic-plastic model that accounts for electro-chemo-mechanical couplings in clays, due to the p...
Expansive clays used in engineering practice are usually unsaturated and are sensitive to chemical c...
In this work, we study electro-chemo-mechanical effects at the nanoscale of smectite clay particles ...
Our recently developed multi-scale form of Terzaghi’s effective stress principle for unsaturated swe...
Une étude multi-échelle du gonflement d’une smectite en milieu confiné est proposée par une analyse ...
Our recently developed multi-scale form of Terzaghi’s effective stress principle for unsaturated swe...
International audienceA three-scale model is proposed to describe electro-chemo-mechanical couplings...
Accès restreint aux membres de l'Université de Lorraine jusqu'au 2017-12-15A multi-scale investigati...
Movement of water and solutes in clay is important in groundwater and waste management, e.g. in seaw...
Swelling occuring during solid clay investigations by adding fluids cannot be fully explained by the...
Accès restreint aux membres de l'Université de Lorraine jusqu'au 2017-12-15A multi-scale investigati...
This thesis deals with the hydro-mechanical behaviour of argillite. Classical Biot theory is shown t...
This thesis deals with the hydro-mechanical behaviour of argillite. Classical Biot theory is shown t...
The osmotic, hydraulic and self-healing efficiency of bentonite based barriers (e.g. geosynthetic cl...