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Refinado por: assunto: Technology remover ASFA: Aquatic Sciences and Fisheries Abstracts remover
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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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2
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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3
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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4
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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5
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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6
Effects of the maximum soil aggregates size and cyclic wetting–drying on the stiffness of a lime-treated clayey soil
Effects of the maximum soil aggregates size and cyclic wetting–drying on the stiffness of a lime-treated clayey soil
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Effects of the maximum soil aggregates size and cyclic wetting–drying on the stiffness of a lime-treated clayey soil

TANG, A.M. ; VU, M.N. ; CUI, Y.-J.

Géotechnique, 2011-05, Vol.61 (5), p.421-429 [Periódico revisado por pares]

London: ICE Publishing

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7
Thermomechanical state parameter models for sands
Thermomechanical state parameter models for sands
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Thermomechanical state parameter models for sands

COLLINS, I. F ; MUHUNTHAN, B ; QU, B

Géotechnique, 2010-08, Vol.60 (8), p.611-622 [Periódico revisado por pares]

London: Telford

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8
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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9
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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10
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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