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Performance of highway embankments in the Arctic constructed under winter conditions
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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A new hybrid desalination system using wicks/solar still and evacuated solar water heater
A new hybrid desalination system using wicks/solar still and evacuated solar water heater
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A new hybrid desalination system using wicks/solar still and evacuated solar water heater

Omara, Z.M. ; Eltawil, Mohamed A. ; ElNashar, ElSayed A.

Desalination, 2013-09, Vol.325, p.56-64 [Periódico revisado por pares]

Amsterdam: Elsevier B.V

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3
Effect of roughness on shear behavior of red clay – concrete interface in large-scale direct shear tests
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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4
The Undrained Shear Behavior of Reinforced Clayey Sand
The Undrained Shear Behavior of Reinforced Clayey Sand
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The Undrained Shear Behavior of Reinforced Clayey Sand

Talamkhani, Saeed ; Naeini, Seyed Abolhasan

Geotechnical and geological engineering, 2021, Vol.39 (1), p.265-283 [Periódico revisado por pares]

Cham: Springer International Publishing

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5
Three-dimensional finite element modelling of a full-scale geosynthetic-reinforced, pile-supported embankment
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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6
Short- and long-term leakage through composite liners. The 7th Arthur Casagrande Lecture
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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7
How effective are soil conservation techniques in reducing plot runoff and soil loss in Europe and the Mediterranean?
How effective are soil conservation techniques in reducing plot runoff and soil loss in Europe and the Mediterranean?
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How effective are soil conservation techniques in reducing plot runoff and soil loss in Europe and the Mediterranean?

Maetens, W. ; Poesen, J. ; Vanmaercke, M.

Earth-science reviews, 2012-10, Vol.115 (1-2), p.21-36 [Periódico revisado por pares]

Amsterdam: Elsevier B.V

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8
Bearing capacity performance of soft cohesive soil treated by kenaf limited life geotextile
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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9
Impact of rainfall intensity on the hydrological performance of erosion control geotextiles
Impact of rainfall intensity on the hydrological performance of erosion control geotextiles
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Impact of rainfall intensity on the hydrological performance of erosion control geotextiles

Kalibová, Jana ; Petrů, Jan ; Jačka, Lukáš

Environmental earth sciences, 2017-06, Vol.76 (12), p.1-9, Article 429 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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10
Laboratory Investigation of the Influence of Geotextile on the Stress–Strain and Volumetric Change Behavior of Sand
Laboratory Investigation of the Influence of Geotextile on the Stress–Strain and Volumetric Change Behavior of Sand
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Laboratory Investigation of the Influence of Geotextile on the Stress–Strain and Volumetric Change Behavior of Sand

Abdelkader, Brahim ; Arab, Ahmed ; Sadek, Marwan ; Shahrour, Isam

Geotechnical and geological engineering, 2018-08, Vol.36 (4), p.2077-2085 [Periódico revisado por pares]

Cham: Springer International Publishing

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