A non-uniqueness study for a hydromechanical boundary value problem is performed. A fully saturated porous medium is considered using an elasto-plastic constitutive equations to describe the mechanical behavior of the skeleton. A real hydromechanical experiment which consists in a hollow cylinder test on a Boom Clay sample is modelled. It is shown that the time step discretisation of the numerical problem has an effect on the initialisation of the Newton-Raphson algorithm on a given time step. Different solutions for the same initial boundary value problem can consequently be found.
CITATION STYLE
Marinelli, F., Sieffert, Y., & Chambon, R. (2015). Hydromechanical modelling of an initial boundary value problem: Studies of non-uniqueness with a second gradient continuum. In Springer Series in Geomechanics and Geoengineering (Vol. none, pp. 47–52). Springer Verlag. https://doi.org/10.1007/978-3-319-13506-9_8
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