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1
Performance of highway embankments in the Arctic constructed under winter conditions
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Performance of highway embankments in the Arctic constructed under winter conditions

De Guzman, Earl Marvin B ; Alfaro, Marolo C ; Doré, Guy ; Arenson, Lukas U ; Piamsalee, Aron

Canadian geotechnical journal, 2021-05, Vol.58 (5), p.722-736 [Periódico revisado por pares]

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

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2
Effect of roughness on shear behavior of red clay – concrete interface in large-scale direct shear tests
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Effect of roughness on shear behavior of red clay – concrete interface in large-scale direct shear tests

Chen, Xiaobin ; Zhang, Jiasheng ; Xiao, Yuanjie ; Li, Jian

Canadian geotechnical journal, 2015-08, Vol.52 (8), p.1122-1135 [Periódico revisado por pares]

Ottawa: NRC Research Press

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3
Three-dimensional finite element modelling of a full-scale geosynthetic-reinforced, pile-supported embankment
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Three-dimensional finite element modelling of a full-scale geosynthetic-reinforced, pile-supported embankment

Rowe, R. Kerry ; Liu, K.-W

Canadian geotechnical journal, 2015-12, Vol.52 (12), p.2041-2054 [Periódico revisado por pares]

Ottawa: NRC Research Press

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4
Short- and long-term leakage through composite liners. The 7th Arthur Casagrande Lecture
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Short- and long-term leakage through composite liners. The 7th Arthur Casagrande Lecture

KERRY ROWE, R

Canadian geotechnical journal, 2012-02, Vol.49 (2), p.141-169 [Periódico revisado por pares]

Ottawa, ON: National Research Council of Canada

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5
Bearing capacity performance of soft cohesive soil treated by kenaf limited life geotextile
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Bearing capacity performance of soft cohesive soil treated by kenaf limited life geotextile

Rashid, Ahmad Safuan A ; Shirazi, Mohammad Gharehzadeh ; Nazir, Ramli ; Mohamad, Hisham ; Sahdi, Fauzan ; Horpibulsuk, Suksun

Marine georesources & geotechnology, 2020-07, Vol.38 (6), p.755-760 [Periódico revisado por pares]

Philadelphia: Taylor & Francis

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6
Analysis of interface mechanical properties between geotextiles and tailings during pull-out tests
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Analysis of interface mechanical properties between geotextiles and tailings during pull-out tests

Du, Changbo ; Li, Dongze ; Yi, Fu ; Wang, Laigui ; Niu, Ben Riveiro Rodríguez, Antonio

PloS one, 2022-10, Vol.17 (10), p.e0276543-e0276543 [Periódico revisado por pares]

San Francisco: Public Library of Science

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7
Effects of infiltration and evaporation on geosynthetic capillary barrier performance
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Effects of infiltration and evaporation on geosynthetic capillary barrier performance

McCartney, John S ; Zornberg, Jorge G

Canadian geotechnical journal, 2010-11, Vol.47 (11), p.1201-1213 [Periódico revisado por pares]

Ottawa, ON: National Research Council of Canada

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8
Time-dependent unsaturated behaviour of geosynthetic clay liners
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Time-dependent unsaturated behaviour of geosynthetic clay liners

Acikel, A.S ; Gates, W.P ; Singh, R.M ; Bouazza, A ; Fredlund, D.G ; Rowe, R.K

Canadian geotechnical journal, 2018-12, Vol.55 (12), p.1824-1836 [Periódico revisado por pares]

Ottawa: NRC Research Press

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9
Exhumation and performance of an Antarctic composite barrier system after 4 years exposure
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Exhumation and performance of an Antarctic composite barrier system after 4 years exposure

McWatters, R.S ; Rowe, R.K ; Di Battista, V ; Sfiligoj, B ; Wilkins, D ; Spedding, T

Canadian geotechnical journal, 2020-08, Vol.57 (8), p.1130-1152 [Periódico revisado por pares]

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

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10
Horizontal seepage failure model and experimental study of damaged sidewalls of seams between geotube dam tubes
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Horizontal seepage failure model and experimental study of damaged sidewalls of seams between geotube dam tubes

Mao, Wen-Long ; Shu, Yi-Ming ; Gu, Ke ; Zhang, Xian-Lei ; Zhang, Zhen Wang, Jianguo

PloS one, 2020-04, Vol.15 (4), p.e0231624-e0231624 [Periódico revisado por pares]

United States: Public Library of Science

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