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Numerical simulation of fully saturated porous materials
Numerical simulation of fully saturated porous materials
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Numerical simulation of fully saturated porous materials

Jeremić, Boris ; Cheng, Zhao ; Taiebat, Mahdi ; Dafalias, Yannis

International journal for numerical and analytical methods in geomechanics, 2008-09, Vol.32 (13), p.1635-1660 [Periódico revisado por pares]

Chichester, UK: John Wiley & Sons, Ltd

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2
Undrained monotonic and cyclic shear response and particle crushing of silica sand at low and high pressures
Undrained monotonic and cyclic shear response and particle crushing of silica sand at low and high pressures
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Undrained monotonic and cyclic shear response and particle crushing of silica sand at low and high pressures

Hyodo, Masayuki ; Wu, Yang ; Aramaki, Noritaka ; Nakata, Yukio

Canadian geotechnical journal, 2017-02, Vol.54 (2), p.207-218 [Periódico revisado por pares]

Ottawa: NRC Research Press

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3
Formulation of a unified constitutive model for clays and sands
Formulation of a unified constitutive model for clays and sands
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Formulation of a unified constitutive model for clays and sands

Pestana, Juan M. ; Whittle, Andrew J.

International journal for numerical and analytical methods in geomechanics, 1999-10, Vol.23 (12), p.1215-1243 [Periódico revisado por pares]

Chichester, UK: John Wiley & Sons, Ltd

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4
A yield criterion for isotropic and cross-anisotropic cohesive-frictional materials
A yield criterion for isotropic and cross-anisotropic cohesive-frictional materials
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A yield criterion for isotropic and cross-anisotropic cohesive-frictional materials

Mortara, G.

International journal for numerical and analytical methods in geomechanics, 2010-06, Vol.34 (9), p.953-977 [Periódico revisado por pares]

Chichester, UK: John Wiley & Sons, Ltd

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5
DEM analysis of monotonic and cyclic behaviors of sand based on critical state soil mechanics framework
DEM analysis of monotonic and cyclic behaviors of sand based on critical state soil mechanics framework
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DEM analysis of monotonic and cyclic behaviors of sand based on critical state soil mechanics framework

Gu, Xiaoqiang ; Zhang, Jiachen ; Huang, Xin

Computers and geotechnics, 2020-12, Vol.128, p.103787, Article 103787 [Periódico revisado por pares]

New York: Elsevier Ltd

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6
On the determination of a set of material constants for a high-cycle accumulation model for non-cohesive soils
On the determination of a set of material constants for a high-cycle accumulation model for non-cohesive soils
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On the determination of a set of material constants for a high-cycle accumulation model for non-cohesive soils

Wichtmann, T. ; Niemunis, A. ; Triantafyllidis, Theodor

International journal for numerical and analytical methods in geomechanics, 2010-03, Vol.34 (4), p.409-440 [Periódico revisado por pares]

Chichester, UK: John Wiley & Sons, Ltd

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7
Constitutive Modeling of Inherently Anisotropic Sand Behavior
Constitutive Modeling of Inherently Anisotropic Sand Behavior
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Constitutive Modeling of Inherently Anisotropic Sand Behavior

Li, Xiang Song ; Dafalias, Yannis F

Journal of geotechnical and geoenvironmental engineering, 2002-10, Vol.128 (10), p.868-880 [Periódico revisado por pares]

New York, NY: American Society of Civil Engineers

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8
Experimental study on the vertical deformation of sand caused by cyclic withdrawal and recharging of groundwater
Experimental study on the vertical deformation of sand caused by cyclic withdrawal and recharging of groundwater
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Experimental study on the vertical deformation of sand caused by cyclic withdrawal and recharging of groundwater

Li, Yuqi ; Hu, Zaile ; Weng, Tianquan ; Fonseca, Joana ; Zhang, Xiaodi

Engineering geology, 2014-12, Vol.183, p.247-253 [Periódico revisado por pares]

Kidlington: Elsevier B.V

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9
Statistical inverse analysis based on genetic algorithm and principal component analysis: Applications to excavation problems and pressuremeter tests
Statistical inverse analysis based on genetic algorithm and principal component analysis: Applications to excavation problems and pressuremeter tests
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Statistical inverse analysis based on genetic algorithm and principal component analysis: Applications to excavation problems and pressuremeter tests

Levasseur, S. ; Malecot, Y. ; Boulon, M. ; Flavigny, E.

International journal for numerical and analytical methods in geomechanics, 2010-04, Vol.34 (5), p.471-491 [Periódico revisado por pares]

Chichester, UK: John Wiley & Sons, Ltd

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10
Discrete and continuum analysis of localised deformation in sand using X-ray μCT and volumetric digital image correlation
Discrete and continuum analysis of localised deformation in sand using X-ray μCT and volumetric digital image correlation
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Discrete and continuum analysis of localised deformation in sand using X-ray μCT and volumetric digital image correlation

HALL, S.A. ; BORNERT, M. ; DESRUES, J. ; PANNIER, Y. ; LENOIR, N. ; VIGGIANI, G. ; BéSUELLE, P.

Géotechnique, 2010-05, Vol.60 (5), p.315-322 [Periódico revisado por pares]

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