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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
Experimental framework for evaluating the mechanical behavior of dry and wet crushable granular materials based on the particle breakage ratio
Experimental framework for evaluating the mechanical behavior of dry and wet crushable granular materials based on the particle breakage ratio
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Experimental framework for evaluating the mechanical behavior of dry and wet crushable granular materials based on the particle breakage ratio

Ovalle, Carlos ; Dano, Christophe ; Hicher, Pierre-Yves ; Cisternas, Mónica

Canadian geotechnical journal, 2015-05, Vol.52 (5), p.587-598 [Periódico revisado por pares]

Ottawa: NRC Research Press

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3
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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4
Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditions
Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditions
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Development and verification of a numerical model for the analysis of geosynthetic-reinforced soil segmental walls under working stress conditions

Hatami, Kianoosh ; Bathurst, Richard J

Canadian geotechnical journal, 2005-08, Vol.42 (4), p.1066-1085 [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
A combined hardening model of anisotropically consolidated cohesive soils
A combined hardening model of anisotropically consolidated cohesive soils
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A combined hardening model of anisotropically consolidated cohesive soils

Hirai, Hiroyoshi ; Kamei, Takeshi

Canadian geotechnical journal, 1991-02, Vol.28 (1), p.1-10 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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