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A non-isothermal consolidation model for gradient-based poroplasticity
(Asociación Argentina de Mecánica Computacional, 2015-04)
In this work, the thermodynamically consistent non-local model for concretes
subjected to high temperatures originally proposed by Ripani, et al (2014) [1] is extended,
in order to evaluate the failure behavior of partially ...
A strategy for solving the non symmetries arising in nonlinear consolidation of partially saturated soils
(Science Publishing Group, 2015)
The main scope of this paper is to present an alternative to tackle the problem of the non symmetries arising in the
solution of the nonlinear couple consolidation problem based on a combination of different stress states. ...
A versatile mathematical approach for environmental geomechanic modelling based on stress state decomposition
(Elsevier, 2015)
The main goal of the present paper is to present a mathematical framework for modelling
multi-phase non-saturated soil consolidation with pollutant transport based on stress
state configurations with special emphasis in ...