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Refinado por: Base de dados/Biblioteca: Science Citation Index Expanded (Web of Science) remover assunto: Soil Mechanics remover
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1
Application of extended Mohr–Coulomb criterion to ductile fracture
Application of extended Mohr–Coulomb criterion to ductile fracture
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Application of extended Mohr–Coulomb criterion to ductile fracture

Bai, Yuanli ; Wierzbicki, Tomasz

International journal of fracture, 2010-01, Vol.161 (1), p.1-20 [Periódico revisado por pares]

Dordrecht: Springer Netherlands

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2
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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3
Mechanical weathering and rock erosion by climate‐dependent subcritical cracking
Mechanical weathering and rock erosion by climate‐dependent subcritical cracking
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Mechanical weathering and rock erosion by climate‐dependent subcritical cracking

Eppes, Martha‐Cary ; Keanini, Russell

Reviews of geophysics (1985), 2017-06, Vol.55 (2), p.470-508 [Periódico revisado por pares]

Washington: Blackwell Publishing Ltd

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4
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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5
Thermoplasticity and strain localization in transversely isotropic materials based on anisotropic critical state plasticity
Thermoplasticity and strain localization in transversely isotropic materials based on anisotropic critical state plasticity
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Thermoplasticity and strain localization in transversely isotropic materials based on anisotropic critical state plasticity

Semnani, Shabnam J. ; White, Joshua A. ; Borja, Ronaldo I.

International journal for numerical and analytical methods in geomechanics, 2016-12, Vol.40 (18), p.2423-2449 [Periódico revisado por pares]

Bognor Regis: Blackwell Publishing Ltd

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6
Jamming by shear
Jamming by shear
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Jamming by shear

DAPENG BI ; JIE ZHANG ; CHAKRABORTY, Bulbul ; BEHRINGER, R. P

Nature (London), 2011-12, Vol.480 (7377), p.355-358 [Periódico revisado por pares]

London: Nature Publishing Group

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7
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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8
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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9
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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10
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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