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
@article{CRMECA_2010__338_3_132_0,
     author = {Patrick de Buhan and Ghazi Hassen},
     title = {Macroscopic yield strength of reinforced soils: {From} homogenization theory to a multiphase approach},
     journal = {Comptes Rendus. M\'ecanique},
     pages = {132--138},
     publisher = {Elsevier},
     volume = {338},
     number = {3},
     year = {2010},
     doi = {10.1016/j.crme.2010.03.004},
     language = {en},
}
TY  - JOUR
AU  - Patrick de Buhan
AU  - Ghazi Hassen
TI  - Macroscopic yield strength of reinforced soils: From homogenization theory to a multiphase approach
JO  - Comptes Rendus. Mécanique
PY  - 2010
SP  - 132
EP  - 138
VL  - 338
IS  - 3
PB  - Elsevier
DO  - 10.1016/j.crme.2010.03.004
LA  - en
ID  - CRMECA_2010__338_3_132_0
ER  - 
%0 Journal Article
%A Patrick de Buhan
%A Ghazi Hassen
%T Macroscopic yield strength of reinforced soils: From homogenization theory to a multiphase approach
%J Comptes Rendus. Mécanique
%D 2010
%P 132-138
%V 338
%N 3
%I Elsevier
%R 10.1016/j.crme.2010.03.004
%G en
%F CRMECA_2010__338_3_132_0
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/

[1] P. Suquet Elements of homogenization for inelastic solid mechanics, Homogenization for Composite Media, CISM Lecture Notes, vol. 272, Springer-Verlag, 1985, pp. 155-182

[2] P. de Buhan, A fundamental approach to the yield design of reinforced soil structures, Dr.Sc. thesis, UMPC, Paris, 1986 (in French)

[3] P. de Buhan; A. Taliercio A homogenization approach to the yield strength of composite materials, Eur. J. Mech. A/Solids, Volume 10 (1991) no. 2, pp. 129-154

[4] A. Sawicki Yield conditions for layered composites, Int. J. Solids Structures, Volume 17 (1981) no. 10, pp. 969-979

[5] P. de Buhan Macroscopic yield strength of a strip reinforced material, C. R. Acad. Sci., Sér. II, Volume 301 (1985) no. 9, pp. 557-560

[6] P.A. Vermeer, R.B.J. Brinkgreve, Finite element code for soil and rock analysis, A.A. Balkema, Rotterdam (Netherlands), 1995

[7] B. Sudret; P. de Buhan A multiphase model for materials reinforced by linear inclusions, C. R. Acad. Sci., Sér. IIb, Volume 327 (1999), pp. 7-12

[8] P. de Buhan; P. Sudret Micropolar multiphase model for materials reinforced by linear inclusions, Eur. J. Mech. A/Solids, Volume 19 (2000), pp. 669-687

[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

Cité par Sources :

Commentaires - Politique


Ces articles pourraient vous intéresser

Analyse par le modèle multiphasique du comportement macroscopique de matériaux renforcés par fibres

Ghazi Hassen; Van Tuan Nguyen

C. R. Méca (2012)


A simplified solution for piled-raft foundation analysis by using the two-phase approach

Seyed Mehdi Nasrollahi; Ehsan Seyedi Hosseininia

C. R. Méca (2019)