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Numerical models in discontinuous media / A. Bobet in Journal of geotechnical and geoenvironmental engineering, Vol. 135 N° 11 (Novembre 2009) 

Public ISBD [article]  in Journal of geotechnical and geoenvironmental engineering > Vol. 135 N° 11 (Novembre 2009) . - pp. 1547–1561 Titre : Numerical models in discontinuous media : review of advances for rock mechanics applications Type de document : texte imprimé Auteurs : A. Bobet, Auteur ; A. Fakhimi, Auteur ; S. Johnson, Auteur Année de publication : 2009 Article en page(s) : pp. 1547–1561 Note générale : Geotechnical and geoenvironmental engineering Langues : Anglais (eng) Mots-clés : Rock  mechanicsNumerical  modelsDiscrete  elementsDeformationParticles Résumé : The paper presents a description of the methods used to model rock as discontinuous media. The objective of the work is to bring to the geomechanics community recent advances in numerical modeling in the field of rock mechanics. The following methods are included: (1) the distinct element method; (2) the discontinuous deformation analysis method; and (3) the bonded particle method. A brief description of the fundamental algorithms that apply to each method is included, as well as a simple case to illustrate their use. En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GT.1943-5606.0000133 [article] Numerical models in discontinuous media : review of advances for rock mechanics applications [texte imprimé] / A. Bobet, Auteur ; A. Fakhimi, Auteur ; S. Johnson, Auteur . - 2009 . - pp. 1547–1561. Geotechnical and geoenvironmental engineering Langues : Anglais (eng) in Journal of geotechnical and geoenvironmental engineering > Vol. 135 N° 11 (Novembre 2009) . - pp. 1547–1561 Mots-clés : Rock  mechanicsNumerical  modelsDiscrete  elementsDeformationParticles Résumé : The paper presents a description of the methods used to model rock as discontinuous media. The objective of the work is to bring to the geomechanics community recent advances in numerical modeling in the field of rock mechanics. The following methods are included: (1) the distinct element method; (2) the discontinuous deformation analysis method; and (3) the bonded particle method. A brief description of the fundamental algorithms that apply to each method is included, as well as a simple case to illustrate their use. En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GT.1943-5606.0000133