A platform for research: civil engineering, architecture and urbanism
Modelling Hydromechanical Dilation Geomaterial—Cavitation and Localization
This paper presents an extension of the local second gradient model to multiphasic materials (solid particles, air, water) and including the cavitation phenomenon. This new development was made in order to model the response of saturated dilatant materials under deviatoric stress and undrained conditions and possibly, in future, the behaviour of unsaturated soils.
Modelling Hydromechanical Dilation Geomaterial—Cavitation and Localization
This paper presents an extension of the local second gradient model to multiphasic materials (solid particles, air, water) and including the cavitation phenomenon. This new development was made in order to model the response of saturated dilatant materials under deviatoric stress and undrained conditions and possibly, in future, the behaviour of unsaturated soils.
Modelling Hydromechanical Dilation Geomaterial—Cavitation and Localization
Springer Ser.Geomech.,Geoengineer.
Chau, Kam-Tim (editor) / Zhao, Jidong (editor) / Sieffert, Y. (author) / Buzzi, O. (author) / Collin, F. (author) / Chambon, R. (author)
International Workshop on Bifurcation and Degradation in Geomaterials ; 2014 ; Hong Kong, Hong Kong
Bifurcation and Degradation of Geomaterials in the New Millennium ; Chapter: 3 ; 13-19
2014-12-30
7 pages
Article/Chapter (Book)
Electronic Resource
English
Mechanics of geomaterial interfaces
UB Braunschweig | 1995
|Mechanics of geomaterial interfaces
TIBKAT | 1995
|Mechanics of geomaterial interfaces
UB Braunschweig | 1995
|Geomaterial Behavior and Testing
British Library Conference Proceedings | 2009
|Mechanics of geomaterial interfaces
TIBKAT | 1995
|