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1
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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2
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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3
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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4
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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5
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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6
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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7
Inelastic instability of rectangular and nonrectangular frames
Inelastic instability of rectangular and nonrectangular frames
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Inelastic instability of rectangular and nonrectangular frames

Kemp, A R

Canadian journal of civil engineering, 1999-06, Vol.26 (3), p.282-292 [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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