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Refinado por: Base de dados/Biblioteca: ASFA: Aquatic Sciences and Fisheries Abstracts remover assunto: Engineering remover
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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
Available plastic rotation in continuous high-strength concrete beams
Available plastic rotation in continuous high-strength concrete beams
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Available plastic rotation in continuous high-strength concrete beams

do Carmo, Ricardo N.F ; Lopes, Sérgio M.R

Canadian journal of civil engineering, 2008-10, Vol.35 (10), p.1152-1162 [Periódico revisado por pares]

Ottawa, ON: National Research Council of Canada

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5
A non-associative macroelement model for vertical plate anchors in clay
A non-associative macroelement model for vertical plate anchors in clay
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A non-associative macroelement model for vertical plate anchors in clay

Peccin da Silva, Anderson ; Diambra, Andrea ; Karamitros, Dimitris ; Chow, Shiao Huey

Canadian geotechnical journal, 2021-11, Vol.58 (11), p.1703-1715 [Periódico revisado por pares]

1840 Woodward Drive, Suite 1, Ottawa, ON K2C 0P7: NRC Research Press

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6
A numerical characterization workflow for assessing the strength and failure modes of heterogeneous oil sands
A numerical characterization workflow for assessing the strength and failure modes of heterogeneous oil sands
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A numerical characterization workflow for assessing the strength and failure modes of heterogeneous oil sands

Zhang, Bo ; Chalaturnyk, Rick ; Boisvert, Jeff

Canadian geotechnical journal, 2021-06, Vol.58 (6), p.763-781 [Periódico revisado por pares]

1840 Woodward Drive, Suite 1, Ottawa, ON K2C 0P7: NRC Research Press

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7
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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8
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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9
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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10
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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