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The nanogranular origin of friction and cohesion in shale-A strength homogenization approach to interpretation of nanoindentation results
The nanogranular origin of friction and cohesion in shale-A strength homogenization approach to interpretation of nanoindentation results
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The nanogranular origin of friction and cohesion in shale-A strength homogenization approach to interpretation of nanoindentation results

Bobko, Christopher P. ; Gathier, Benjamin ; Ortega, J. Alberto ; Ulm, Franz-Josef ; Borges, Lavinia ; Abousleiman, Younane N.

International journal for numerical and analytical methods in geomechanics, 2011-12, Vol.35 (17), p.1854-1876 [Periódico revisado por pares]

Chichester, UK: John Wiley & Sons, Ltd

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Discrete element modeling of tool-rock interaction I: rock cutting
Discrete element modeling of tool-rock interaction I: rock cutting
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Discrete element modeling of tool-rock interaction I: rock cutting

Huang, H. ; Lecampion, B. ; Detournay, E.

International journal for numerical and analytical methods in geomechanics, 2013-09, Vol.37 (13), p.1913-1929 [Periódico revisado por pares]

Chichester: Blackwell Publishing 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
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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5
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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6
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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7
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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8
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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9
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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10
Granite rock fragmentation at percussive drilling - experimental and numerical investigation
Granite rock fragmentation at percussive drilling - experimental and numerical investigation
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Granite rock fragmentation at percussive drilling - experimental and numerical investigation

Saadati, M. ; Forquin, P. ; Weddfelt, K. ; Larsson, P.L. ; Hild, F.

International journal for numerical and analytical methods in geomechanics, 2014-06, Vol.38 (8), p.828-843 [Periódico revisado por pares]

Chichester: Blackwell Publishing Ltd

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