Comptes Rendus
Macroscopic yield strength of reinforced soils: From homogenization theory to a multiphase approach
Comptes Rendus. Mécanique, Volume 338 (2010) no. 3, pp. 132-138.

This contribution presents a multiphase approach for ascertaining the macroscopic yield strength properties of soils reinforced by linear inclusions, conceived as an extended or improved homogenization procedure allowing one to capture scale and boundary effects, which may play an important role in the yield design of actual structures. The decisive element of such an extension is the introduction of a parameter characterizing the strength of the interaction between two continuous media (“phases”) representing the soil and the reinforcing inclusions, respectively. A preliminary analysis suggests that such a parameter varies in direct proportion to the inverse of a scale factor.

Reçu le :
Accepté le :
Publié le :
DOI : 10.1016/j.crme.2010.03.004
Mots clés : Solids and structures, Reinforced soils, Linear inclusions, Homogenization, Yield design, Scale effect, Boundary effect, Multiphase model

Patrick de Buhan 1 ; Ghazi Hassen 1

1 Université Paris Est, UR Navier, Ecole des Ponts ParisTech, 6 et 8 av. B. Pascal, 77455 Marne-la-Vallée, France
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Patrick de Buhan; Ghazi Hassen. Macroscopic yield strength of reinforced soils: From homogenization theory to a multiphase approach. Comptes Rendus. Mécanique, Volume 338 (2010) no. 3, pp. 132-138. doi : 10.1016/j.crme.2010.03.004. https://comptes-rendus.academie-sciences.fr/mecanique/articles/10.1016/j.crme.2010.03.004/

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[9] Q. Thai Son; G. Hassen; P. de Buhan A multiphase approach to the stability analysis of reinforced earth structures accounting for soil–strip failure condition, Comput. Geotech., Volume 36 (2009), pp. 454-462

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