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1
Retro-analytic study of the Northeastern edge landslide of Kef Essenoun open pit mine (Djebel Onk), Algeria
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Retro-analytic study of the Northeastern edge landslide of Kef Essenoun open pit mine (Djebel Onk), Algeria

Mezam, Mohammed Cherif ; Bachar Assed, Mohamed Aguid

Bulletin of engineering geology and the environment, 2017-11, Vol.76 (4), p.1307-1320 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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2
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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3
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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4
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
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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6
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
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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8
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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9
Severn-trent sand : A kinematic-hardening constitutive model : The q-p formulation
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Severn-trent sand : A kinematic-hardening constitutive model : The q-p formulation

GAJO, A ; WOOD, D. M

Géotechnique, 1999-10, Vol.49 (5), p.595-614 [Periódico revisado por pares]

London: Telford

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10
Predicting the phenomenon of burying through gravity in purely cohesive sedimentary sea beds
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Predicting the phenomenon of burying through gravity in purely cohesive sedimentary sea beds

PASTOR, J ; TURGEMAN, S ; AVALLET, C

Géotechnique, 1989-12, Vol.39 (4), p.625-639 [Periódico revisado por pares]

London: Telford

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