Result Number | Material Type | Add to My Shelf Action | Record Details and Options |
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1 |
Material Type: Artigo
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A stabilized assumed deformation gradient finite element formulation for strongly coupled poromechanical simulations at finite strainSun, WaiChing ; Ostien, Jakob T. ; Salinger, Andrew G.International journal for numerical and analytical methods in geomechanics, 2013-11, Vol.37 (16), p.2755-2788 [Periódico revisado por pares]Chichester: Blackwell Publishing LtdTexto completo disponível |
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2 |
Material Type: Artigo
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On the role of particle breakage in the shear failure behavior of granular soils by DEMWang, Jianfeng ; Yan, HaibinInternational journal for numerical and analytical methods in geomechanics, 2013-06, Vol.37 (8), p.832-854 [Periódico revisado por pares]Chichester, UK: John Wiley & Sons, LtdTexto completo disponível |
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3 |
Material Type: Artigo
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Effective stress concept in unsaturated soils: Clarification and validation of a unified frameworkNuth, Mathieu ; Laloui, LyesseInternational journal for numerical and analytical methods in geomechanics, 2008-05, Vol.32 (7), p.771-801 [Periódico revisado por pares]Chichester, UK: John Wiley & Sons, LtdTexto completo disponível |
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4 |
Material Type: Artigo
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Continuous velocity fields for collapse and blowout of a pressurized tunnel face in purely cohesive soilMollon, Guilhem ; Dias, Daniel ; Soubra, Abdul-HamidInternational journal for numerical and analytical methods in geomechanics, 2013-09, Vol.37 (13), p.2061-2083 [Periódico revisado por pares]Chichester: Blackwell Publishing LtdTexto completo disponível |
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5 |
Material Type: Artigo
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Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive modelBui, Ha H. ; Fukagawa, Ryoichi ; Sako, Kazunari ; Ohno, ShintaroInternational journal for numerical and analytical methods in geomechanics, 2008-08, Vol.32 (12), p.1537-1570 [Periódico revisado por pares]Chichester, UK: John Wiley & Sons, LtdTexto completo disponível |
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6 |
Material Type: Artigo
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Stress-dilatancy behavior for sand under loading and unloading conditionsYin, Zhen-Yu ; Chang, Ching S.International journal for numerical and analytical methods in geomechanics, 2013-06, Vol.37 (8), p.855-870 [Periódico revisado por pares]Chichester, UK: John Wiley & Sons, LtdTexto completo disponível |
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7 |
Material Type: Artigo
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SANISAND: Simple anisotropic sand plasticity modelTaiebat, Mahdi ; Dafalias, Yannis F.International journal for numerical and analytical methods in geomechanics, 2008-06, Vol.32 (8), p.915-948 [Periódico revisado por pares]Chichester, UK: John Wiley & Sons, LtdTexto completo disponível |
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8 |
Material Type: Artigo
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An improved SPH method for saturated soils and its application to investigate the mechanisms of embankment failure: Case of hydrostatic pore-water pressureBui, Ha H. ; Fukagawa, RyoichiInternational journal for numerical and analytical methods in geomechanics, 2013-01, Vol.37 (1), p.31-50 [Periódico revisado por pares]Chichester: Blackwell Publishing LtdTexto completo disponível |
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9 |
Material Type: Artigo
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Analytical solution for one-dimensional consolidation of unsaturated soils using eigenfunction expansion methodHo, L. ; Fatahi, B. ; Khabbaz, H.International journal for numerical and analytical methods in geomechanics, 2014-07, Vol.38 (10), p.1058-1077 [Periódico revisado por pares]Chichester: Blackwell Publishing LtdTexto completo disponível |
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10 |
Material Type: Artigo
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A depth-integrated, coupled SPH model for flow-like landslides and related phenomenaPastor, M. ; Haddad, B. ; Sorbino, G. ; Cuomo, S. ; Drempetic, V.International journal for numerical and analytical methods in geomechanics, 2009-02, Vol.33 (2), p.143-172 [Periódico revisado por pares]Chichester, UK: John Wiley & Sons, LtdTexto completo disponível |