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1
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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2
A 3D non-orthogonal elastoplastic constitutive model for transversely isotropic soil
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A 3D non-orthogonal elastoplastic constitutive model for transversely isotropic soil

Liang, Jingyu ; Lu, Dechun ; Du, Xiuli ; Ma, Chao ; Gao, Zhiwei ; Han, Jiayue

Acta geotechnica, 2022-01, Vol.17 (1), p.19-36 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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3
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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4
On the role of bond breakage due to unloading in the behaviour of weak sandstones
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On the role of bond breakage due to unloading in the behaviour of weak sandstones

ALVARADO, G ; COOP, M. R ; WILLSON, S

Géotechnique, 2012-04, Vol.62 (4), p.303-316 [Periódico revisado por pares]

London: Telford

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5
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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6
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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7
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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8
One-Dimensional Compression Behaviour of Uniformly Graded Sand Related to Single Particle Crushing Strength
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One-Dimensional Compression Behaviour of Uniformly Graded Sand Related to Single Particle Crushing Strength

Nakata, Yukio ; Kato, Yoshinori ; Hyodo, Masayuki ; Hyde, Adrian F.L. ; Murata, Hidekazu

SOILS AND FOUNDATIONS, 2001/04/15, Vol.41(2), pp.39-51 [Periódico revisado por pares]

Tokyo: Elsevier B.V

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9
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]

Thomas Telford Ltd

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10
Post-liquefaction undrained monotonic behaviour of sands: experiments and DEM simulations
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Post-liquefaction undrained monotonic behaviour of sands: experiments and DEM simulations

SITHARAM, T. G ; VINOD, J. S ; RAVISHANKAR, B. V

Géotechnique, 2009-11, Vol.59 (9), p.739-749 [Periódico revisado por pares]

London: Telford

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