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On the role of particle breakage in the shear failure behavior of granular soils by DEM
On the role of particle breakage in the shear failure behavior of granular soils by DEM
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On the role of particle breakage in the shear failure behavior of granular soils by DEM

Wang, Jianfeng ; Yan, Haibin

International 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, Ltd

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Effective stress concept in unsaturated soils: Clarification and validation of a unified framework
Effective stress concept in unsaturated soils: Clarification and validation of a unified framework
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Effective stress concept in unsaturated soils: Clarification and validation of a unified framework

Nuth, Mathieu ; Laloui, Lyesse

International 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, Ltd

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3
Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model
Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model
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Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model

Bui, Ha H. ; Fukagawa, Ryoichi ; Sako, Kazunari ; Ohno, Shintaro

International 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, Ltd

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4
An improved SPH method for saturated soils and its application to investigate the mechanisms of embankment failure: Case of hydrostatic pore-water pressure
An improved SPH method for saturated soils and its application to investigate the mechanisms of embankment failure: Case of hydrostatic pore-water pressure
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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 pressure

Bui, Ha H. ; Fukagawa, Ryoichi

International journal for numerical and analytical methods in geomechanics, 2013-01, Vol.37 (1), p.31-50 [Periódico revisado por pares]

Chichester: Blackwell Publishing Ltd

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5
A stabilized assumed deformation gradient finite element formulation for strongly coupled poromechanical simulations at finite strain
A stabilized assumed deformation gradient finite element formulation for strongly coupled poromechanical simulations at finite strain
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A stabilized assumed deformation gradient finite element formulation for strongly coupled poromechanical simulations at finite strain

Sun, 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 Ltd

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6
Stress-dilatancy behavior for sand under loading and unloading conditions
Stress-dilatancy behavior for sand under loading and unloading conditions
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Stress-dilatancy behavior for sand under loading and unloading conditions

Yin, 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, Ltd

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7
A depth-integrated, coupled SPH model for flow-like landslides and related phenomena
A depth-integrated, coupled SPH model for flow-like landslides and related phenomena
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A depth-integrated, coupled SPH model for flow-like landslides and related phenomena

Pastor, 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, Ltd

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8
SANISAND: Simple anisotropic sand plasticity model
SANISAND: Simple anisotropic sand plasticity model
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SANISAND: Simple anisotropic sand plasticity model

Taiebat, 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, Ltd

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9
Pore-scale modeling of fluid-particles interaction and emerging poromechanical effects
Pore-scale modeling of fluid-particles interaction and emerging poromechanical effects
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Pore-scale modeling of fluid-particles interaction and emerging poromechanical effects

Catalano, E. ; Chareyre, B. ; Barthélémy, E.

International journal for numerical and analytical methods in geomechanics, 2014-01, Vol.38 (1), p.51-71 [Periódico revisado por pares]

Chichester: Blackwell Publishing Ltd

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10
Continuous velocity fields for collapse and blowout of a pressurized tunnel face in purely cohesive soil
Continuous velocity fields for collapse and blowout of a pressurized tunnel face in purely cohesive soil
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Continuous velocity fields for collapse and blowout of a pressurized tunnel face in purely cohesive soil

Mollon, Guilhem ; Dias, Daniel ; Soubra, Abdul-Hamid

International journal for numerical and analytical methods in geomechanics, 2013-09, Vol.37 (13), p.2061-2083 [Periódico revisado por pares]

Chichester: Blackwell Publishing Ltd

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