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Refinado por: Base de dados/Biblioteca: Canadian Science Publishing remover assunto: Soils remover
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1
Investigation of small- to large-strain moduli correlations of normally consolidated granular soils
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Artigo
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Investigation of small- to large-strain moduli correlations of normally consolidated granular soils

Lashin, Ibrahim ; Ghali, Michael ; Hussien, Mahmoud N ; Chekired, Mohamed ; Karray, Mourad

Canadian geotechnical journal, 2021, Vol.58 (1), p.1-22 [Periódico revisado por pares]

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

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2
The effect of tamping conditions on undrained shear strengths of a non-plastic sandy silt tailings
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The effect of tamping conditions on undrained shear strengths of a non-plastic sandy silt tailings

Reid, David ; Fanni, Riccardo ; DiDonna, Peter

Canadian geotechnical journal, 2022-06, Vol.59 (6), p.783-795 [Periódico revisado por pares]

1840 Woodward Drive, Suite 1, Ottawa, ON K2C 0P7: Canadian Science Publishing

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3
Stiffness– and damping–strain curves of sensitive Champlain clays through experimental and analytical approaches
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Artigo
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Stiffness– and damping–strain curves of sensitive Champlain clays through experimental and analytical approaches

Chehat, Azeddine ; Hussien, Mahmoud N ; Abdellaziz, Mustapha ; Chekired, Mohamed ; Harichane, Zamila ; Karray, Mourad

Canadian geotechnical journal, 2019-03, Vol.56 (3), p.364-377 [Periódico revisado por pares]

Ottawa: NRC Research Press

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4
Influence of particle-size distribution homogeneity on shearing of soils subjected to internal erosion
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Artigo
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Influence of particle-size distribution homogeneity on shearing of soils subjected to internal erosion

Li, Shijin ; Russell, Adrian R ; Muir Wood, David

Canadian geotechnical journal, 2020-11, Vol.57 (11), p.1684-1694 [Periódico revisado por pares]

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

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5
Small strain shear modulus and damping ratio of two unsaturated lateritic sandy clays
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Artigo
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Small strain shear modulus and damping ratio of two unsaturated lateritic sandy clays

Ng, C.W.W ; Bentil, O.T ; Zhou, C

Canadian geotechnical journal, 2021-09, Vol.58 (9), p.1426-1435 [Periódico revisado por pares]

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

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6
A modified p–y model of single pile in coral sand under lateral load
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Artigo
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A modified p–y model of single pile in coral sand under lateral load

Wang, Chunyan ; Liu, Jianyu ; Chen, Zhixiong ; Jiang, Chunyong ; Ding, Xuanming

Canadian geotechnical journal, 2023-03, Vol.60 (3), p.334-350 [Periódico revisado por pares]

Ottawa: NRC Research Press

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7
Characterization of Norwegian marine clays with combined shear wave velocity and piezocone cone penetration test (CPTU) data
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Artigo
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Characterization of Norwegian marine clays with combined shear wave velocity and piezocone cone penetration test (CPTU) data

Long, Michael ; Donohue, Shane

Canadian geotechnical journal, 2010-07, Vol.47 (7), p.709-718 [Periódico revisado por pares]

Ottawa, ON: National Research Council of Canada

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8
A physically meaningful homogenization approach to determine equivalent elastic properties of layered soil
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A physically meaningful homogenization approach to determine equivalent elastic properties of layered soil

Guo, Peijun ; Stolle, Dieter F.E

Canadian geotechnical journal, 2018-03, Vol.55 (3), p.303-311 [Periódico revisado por pares]

Ottawa: NRC Research Press

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9
Shear banding and cross-anisotropic behavior observed in laboratory sand tests with stress rotation
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Artigo
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Shear banding and cross-anisotropic behavior observed in laboratory sand tests with stress rotation

Lade, Poul V ; Nam, Jungman ; Hong, Won Pyo

Canadian geotechnical journal, 2008-01, Vol.45 (1), p.74-84 [Periódico revisado por pares]

Ottawa, ON: National Research Council of Canada

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10
Axial testing and numerical modeling of square shaft helical piles under compressive and tensile loading
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Artigo
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Axial testing and numerical modeling of square shaft helical piles under compressive and tensile loading

Livneh, Ben ; El Naggar, M. Hesham

Canadian geotechnical journal, 2008-08, Vol.45 (8), p.1142-1155 [Periódico revisado por pares]

Ottawa, ON: National Research Council of Canada

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