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1
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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2
Isotropic–kinematic hardening model for coarse granular soils capturing particle breakage and cyclic loading under triaxial stress space
Isotropic–kinematic hardening model for coarse granular soils capturing particle breakage and cyclic loading under triaxial stress space
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Isotropic–kinematic hardening model for coarse granular soils capturing particle breakage and cyclic loading under triaxial stress space

Chen, Qingsheng ; Indraratna, Buddhima ; Carter, John P ; Nimbalkar, Sanjay

Canadian geotechnical journal, 2016-04, Vol.53 (4), p.646-658 [Periódico revisado por pares]

Ottawa: NRC Research Press

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3
The mechanical behaviour of Holders Bank till
The mechanical behaviour of Holders Bank till
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The mechanical behaviour of Holders Bank till

Ushev, Emil ; Jardine, Richard

Canadian geotechnical journal, 2022-12, Vol.59 (12), p.2163 [Periódico revisado por pares]

NRC Research Press

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4
A possible elastic–plastic framework for unsaturated soils with high-plasticity
A possible elastic–plastic framework for unsaturated soils with high-plasticity
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A possible elastic–plastic framework for unsaturated soils with high-plasticity

Tang, Gary X ; Graham, James

Canadian geotechnical journal, 2002-08, Vol.39 (4), p.894-907 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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5
Soil structure interaction analysis: modeling the interface
Soil structure interaction analysis: modeling the interface
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Soil structure interaction analysis: modeling the interface

Zeghal, Morched ; Edil, Tuncer B

Canadian geotechnical journal, 2002-06, Vol.39 (3), p.620-628 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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6
Modeling rate effects in undrained loading of sands
Modeling rate effects in undrained loading of sands
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Modeling rate effects in undrained loading of sands

Boukpeti, N ; Mróz, Z ; Drescher, A

Canadian geotechnical journal, 2004-04, Vol.41 (2), p.342-350 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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7
Can the effect of sand fabric on plastic hardening be determined using a self-bored pressuremeter?
Can the effect of sand fabric on plastic hardening be determined using a self-bored pressuremeter?
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Can the effect of sand fabric on plastic hardening be determined using a self-bored pressuremeter?

Shuttle, D A

Canadian geotechnical journal, 2006-07, Vol.43 (7), p.659-673 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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8
Formulation and application of a general inelastic locus for geomaterials with variable porosity
Formulation and application of a general inelastic locus for geomaterials with variable porosity
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Formulation and application of a general inelastic locus for geomaterials with variable porosity

Li, Li ; Aubertin, Michel ; Simon, Richard ; Bussière, Bruno

Canadian geotechnical journal, 2005-04, Vol.42 (2), p.601-623 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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