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1
A physics-based approach for predicting time-dependent progression length of backward erosion piping
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Artigo
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A physics-based approach for predicting time-dependent progression length of backward erosion piping

Rahimi, Mehrzad ; Shafieezadeh, Abdollah ; Wood, Dylan ; Kubatko, Ethan J

Canadian geotechnical journal, 2021-07, Vol.58 (7), p.995-1004 [Periódico revisado por pares]

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

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2
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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3
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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4
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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5
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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6
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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7
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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8
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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9
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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10
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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