2015
DOI: 10.1016/j.apm.2015.02.013
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A versatile mathematical approach for environmental geomechanic modelling based on stress state decomposition

Abstract: a b s t r a c tThe 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 its versatility. Non-linear saturation and permeability dependence on suction for both water and pollutant transport is regarded. Furthermore, through the introduction of a suction saturation surface instead of simple suction saturation curves, the implementation of the saturatio… Show more

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Cited by 5 publications
(11 citation statements)
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References 38 publications
(41 reference statements)
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“…Thought either the TCAT-based or SSDT-based viewpoint rely on geotechnical concept grounds, the later tenet is to set up a suitable idealization of the RVE in which different stress states are selected ( Figure 1) in order to link all the internal variables arisen in the modelization process to those selected as primary. In brief, the SSDT is a technique that provides additional equations whenever are required (see [20] for a complete description of SSDT).…”
Section: Geomechanics-based Gaseous Phase Equationmentioning
confidence: 99%
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“…Thought either the TCAT-based or SSDT-based viewpoint rely on geotechnical concept grounds, the later tenet is to set up a suitable idealization of the RVE in which different stress states are selected ( Figure 1) in order to link all the internal variables arisen in the modelization process to those selected as primary. In brief, the SSDT is a technique that provides additional equations whenever are required (see [20] for a complete description of SSDT).…”
Section: Geomechanics-based Gaseous Phase Equationmentioning
confidence: 99%
“…This choice is hinged on the fact that the liquid phase, a priori more suitable from tumour physical standpoint, will be set aside to be equated to interstitial fluid phase. Therefore, the gaseous phase equation is, [20]:…”
Section: Geomechanics-based Gaseous Phase Equationmentioning
confidence: 99%
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“…In this paper, a computational tool based on GA, applied to the 3D structural design is proposed. Though for the time being the analysis is bounded to 3D truss-based structures, it is perfectly possible to extend the general conclusions hereafter posed to cope with many other stress-involved problems, namely, geometrically induced non-linearities (Di Rado et al, 2008), geo-mechanical stress determination (Mroginski et al, 2010;Beneyto et al, 2015), non-linear finite element (FE) analysis (Mroginski and Etse, 2013), etc.…”
Section: Introductionmentioning
confidence: 99%