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Behaviour of piles subjected to passive loading due to embankment construction
Behaviour of piles subjected to passive loading due to embankment construction
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Behaviour of piles subjected to passive loading due to embankment construction

KARIM, M. R ; LO, S.-C. R ; GNANENDRAN, C. T

Canadian geotechnical journal, 2014-03, Vol.51 (3), p.303-310 [Periódico revisado por pares]

Ottawa, ON: NRC Research Press

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2
Comparison between laboratory and in situ values of the coefficient of primary consolidation C(V)
Comparison between laboratory and in situ values of the coefficient of primary consolidation C(V)
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Comparison between laboratory and in situ values of the coefficient of primary consolidation C(V)

Cortellazzo, Giampaolo

Canadian geotechnical journal, 2002-02, Vol.39 (1), p.103 [Periódico revisado por pares]

Ottawa: Canadian Science Publishing NRC Research Press

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3
Differential settlement remediation for new shield metro tunnel in soft soils using corrective grouting method: case study
Differential settlement remediation for new shield metro tunnel in soft soils using corrective grouting method: case study
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Differential settlement remediation for new shield metro tunnel in soft soils using corrective grouting method: case study

Zhou, Shunhua ; Xiao, Junhua ; Di, Honggui ; Zhu, Yaohong

Canadian geotechnical journal, 2018-12, Vol.55 (12), p.1877-1887 [Periódico revisado por pares]

Ottawa: NRC Research Press

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4
Failure analysis of the breached levee at the 17th Street Canal in New Orleans during Hurricane Katrina
Failure analysis of the breached levee at the 17th Street Canal in New Orleans during Hurricane Katrina
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Failure analysis of the breached levee at the 17th Street Canal in New Orleans during Hurricane Katrina

WANG, X ; CASTAY, Mark

Canadian geotechnical journal, 2012-07, Vol.49 (7), p.812-834 [Periódico revisado por pares]

Ottawa, ON: NRC Research Press

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5
How multi-scale approaches can benefit the design of cellular rockfall protection structures
How multi-scale approaches can benefit the design of cellular rockfall protection structures
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How multi-scale approaches can benefit the design of cellular rockfall protection structures

BOURRIER, F ; LAMBERT, S ; HEYMANN, A ; GOTTELAND, P ; NICOT, F

Canadian geotechnical journal, 2011-12, Vol.48 (12), p.1803-1816 [Periódico revisado por pares]

Ottawa, ON: NRC Research Press

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6
Impact of initial state on the fabric and permeability of a lime-treated silt under long-term leaching
Impact of initial state on the fabric and permeability of a lime-treated silt under long-term leaching
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Impact of initial state on the fabric and permeability of a lime-treated silt under long-term leaching

Le Runigo, B ; Cuisinier, O ; Cui, Y.-J ; Ferber, V ; Deneele, D

Canadian geotechnical journal, 2009-11, Vol.46 (11), p.1243-1257 [Periódico revisado por pares]

Ottawa, ON: National Research Council of Canada

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7
Laboratory piping tests on fine gravel
Laboratory piping tests on fine gravel
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Laboratory piping tests on fine gravel

Robbins, Bryant A ; Stephens, Isaac J ; Leavell, Daniel A ; López-Soto, Jamie F ; Montalvo-Bartolomei, Axel M

Canadian geotechnical journal, 2018-11, Vol.55 (11), p.1552-1563 [Periódico revisado por pares]

Ottawa: NRC Research Press

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8
Parametric finite element analyses of geocell-supported embankments
Parametric finite element analyses of geocell-supported embankments
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Parametric finite element analyses of geocell-supported embankments

Madhavi Latha, G ; Rajagopal, K

Canadian geotechnical journal, 2007-08, Vol.44 (8), p.917-927 [Periódico revisado por pares]

Ottawa, ON: National Research Council of Canada

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9
Plausible failure mechanisms of wildlife-damaged earth levees: insights from centrifuge modeling and numerical analysis
Plausible failure mechanisms of wildlife-damaged earth levees: insights from centrifuge modeling and numerical analysis
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Plausible failure mechanisms of wildlife-damaged earth levees: insights from centrifuge modeling and numerical analysis

Saghaee, Gholamreza ; Mousa, Ahmad A ; Meguid, Mohamed A

Canadian geotechnical journal, 2017-10, Vol.54 (10), p.1496-1508 [Periódico revisado por pares]

Ottawa: NRC Research Press

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10
Soil compressibility in transient unsaturated seepage analyses
Soil compressibility in transient unsaturated seepage analyses
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Soil compressibility in transient unsaturated seepage analyses

Stark, Timothy D ; Jafari, Navid H ; Leopold, Aaron L ; Brandon, Thomas L

Canadian geotechnical journal, 2014-08, Vol.51 (8), p.858-868 [Periódico revisado por pares]

Ottawa: NRC Research Press

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