Add to ORKGThe understanding of the coupled behaviour of highly active swelling clays is better achieved considering two structural levels and their interactions in the context of a double-porosity model. Hydraulic equilibrium between the two porosity levels is not assumed. Applications to hydration swelling tests of bentonite powderpellets mixtures and to the chemomechanical behaviour of bentonites are presented
This work presents an insight into double-structure effects on the coupled chemo-hydro-mechanical be...
This work presents an insight into double-structure effects on the coupled chemo-hydro-mechanical be...
This work presents an insight into double-structure effects on the coupled chemo-hydro-mechanical be...
The paper addresses the issue of modelling the hydromechanical behaviour of swelling clays that exhi...
The paper addresses the issue of modelling the hydromechanical behaviour of swelling clays that exhi...
Active clays are known to possess an aggregated structure, which justifies the use of double-porosit...
Active clays are known to possess an aggregated structure, which justifies the use of double-porosit...
Active clays are known to possess an aggregated structure, which justifies the use of double-porosit...
Active clays are known to possess an aggregated structure, which justifies the use of double-porosit...
Active clays are known to possess an aggregated structure, which justifies the use of double-porosit...
The present work analyses the hydro-mechanical behaviour of bentonite pellet mixtures using a macros...
The present work analyses the hydro-mechanical behaviour of bentonite pellet mixtures using a macros...
International audienceIn this paper, a double structure formulation is used to describe the behaviou...
International audienceIn this paper, a double structure formulation is used to describe the behaviou...
This work presents an insight into double-structure effects on the coupled chemo-hydro-mechanical be...
This work presents an insight into double-structure effects on the coupled chemo-hydro-mechanical be...
This work presents an insight into double-structure effects on the coupled chemo-hydro-mechanical be...
This work presents an insight into double-structure effects on the coupled chemo-hydro-mechanical be...
The paper addresses the issue of modelling the hydromechanical behaviour of swelling clays that exhi...
The paper addresses the issue of modelling the hydromechanical behaviour of swelling clays that exhi...
Active clays are known to possess an aggregated structure, which justifies the use of double-porosit...
Active clays are known to possess an aggregated structure, which justifies the use of double-porosit...
Active clays are known to possess an aggregated structure, which justifies the use of double-porosit...
Active clays are known to possess an aggregated structure, which justifies the use of double-porosit...
Active clays are known to possess an aggregated structure, which justifies the use of double-porosit...
The present work analyses the hydro-mechanical behaviour of bentonite pellet mixtures using a macros...
The present work analyses the hydro-mechanical behaviour of bentonite pellet mixtures using a macros...
International audienceIn this paper, a double structure formulation is used to describe the behaviou...
International audienceIn this paper, a double structure formulation is used to describe the behaviou...
This work presents an insight into double-structure effects on the coupled chemo-hydro-mechanical be...
This work presents an insight into double-structure effects on the coupled chemo-hydro-mechanical be...
This work presents an insight into double-structure effects on the coupled chemo-hydro-mechanical be...
This work presents an insight into double-structure effects on the coupled chemo-hydro-mechanical be...