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New approach of vacuum preloading with booster prefabricated vertical drains (PVDs) to improve deep marine clay strata
New approach of vacuum preloading with booster prefabricated vertical drains (PVDs) to improve deep marine clay strata
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New approach of vacuum preloading with booster prefabricated vertical drains (PVDs) to improve deep marine clay strata

Cai, Yuanqiang ; Xie, Zhiwei ; Wang, Jun ; Wang, Peng ; Geng, Xueyu

Canadian geotechnical journal, 2018-10, Vol.55 (10), p.1359-1371 [Periódico revisado por pares]

Ottawa: NRC Research Press

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2
Physicochemical effect on shear strength characteristics of clayey soils based on ring-shear experiment
Physicochemical effect on shear strength characteristics of clayey soils based on ring-shear experiment
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Physicochemical effect on shear strength characteristics of clayey soils based on ring-shear experiment

Yao, Chuanqin ; Chen, Pan ; Ma, Tiantian ; Xia, Xiaolong ; Wei, Changfu

Canadian geotechnical journal, 2020-12, Vol.57 (12), p.1820-1831 [Periódico revisado por pares]

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

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3
In situ dynamic piezocone penetrometer tests in natural clayey soils — a reappraisal of strain-rate corrections
In situ dynamic piezocone penetrometer tests in natural clayey soils — a reappraisal of strain-rate corrections
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In situ dynamic piezocone penetrometer tests in natural clayey soils — a reappraisal of strain-rate corrections

STEINER, Alois ; KOPF, Achim J ; L'HEUREUX, Jean-Sebastien ; KREITER, Stefan ; STEGMANN, Sylvia ; HAFLIDASON, Haflidi ; MOERZ, Tobias

Canadian geotechnical journal, 2014-03, Vol.51 (3), p.272-288 [Periódico revisado por pares]

Ottawa, ON: NRC Research Press

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4
Pre- and post-cyclic behavior of mixed clayey soils
Pre- and post-cyclic behavior of mixed clayey soils
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Pre- and post-cyclic behavior of mixed clayey soils

Soroush, Abbas ; Soltani-Jigheh, Hossein

Canadian geotechnical journal, 2009-02, Vol.46 (2), p.115-128 [Periódico revisado por pares]

Ottawa, ON: National Research Council of Canada

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5
Evolution of the factor of safety following excavation in clay
Evolution of the factor of safety following excavation in clay
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Evolution of the factor of safety following excavation in clay

Laflamme, J. F ; Leroueil, S ; L'Heureux, J. S

Canadian Geotechnical Journal, 2009-05, Vol.46 (5), p.487-493 [Periódico revisado por pares]

Ottawa, ON: National Research Council of Canada

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6
Macroporosity and initial moisture effects on infiltration rates in vertisols and vertic intergrades
Macroporosity and initial moisture effects on infiltration rates in vertisols and vertic intergrades
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Macroporosity and initial moisture effects on infiltration rates in vertisols and vertic intergrades

Lin, H.S. (University of Massachusetts, Lowell, MA.) ; McInnes, K.J ; Wilding, L.P ; Hallmark, C.T

Soil science, 1998-01, Vol.163 (1), p.2-8 [Periódico revisado por pares]

Baltimore, MD: Lippincott Williams & Wilkins

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7
Prediction of crust-induced surface runoff with disc infiltrometer data
Prediction of crust-induced surface runoff with disc infiltrometer data
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Prediction of crust-induced surface runoff with disc infiltrometer data

Vandervaere, J.P. (CNRS, INPG, ORSTOM, UJF, Grenoble, France.) ; Vauclin, M ; Haverkamp, R ; Peugeot, C ; Thony, J.L ; Gilfedder, M

Soil science, 1998-01, Vol.163 (1), p.9-21 [Periódico revisado por pares]

Baltimore, MD: Lippincott Williams & Wilkins

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8
Water flow in clay soil beneath a tension infiltrometer
Water flow in clay soil beneath a tension infiltrometer
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Water flow in clay soil beneath a tension infiltrometer

Lin, H.S. (Texas AandM University, College Station, TX.) ; McInnes, K.J

Soil science, 1995-06, Vol.159 (6), p.375-382 [Periódico revisado por pares]

Baltimore, MD: Lippincott Williams & Wilkins

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9
Soil water and solute movement and bulk density changes in repacked soil columns as a result of freezing and thawing under field conditions
Soil water and solute movement and bulk density changes in repacked soil columns as a result of freezing and thawing under field conditions
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Soil water and solute movement and bulk density changes in repacked soil columns as a result of freezing and thawing under field conditions

Radke, J.K. (USDA, ARS, National Soil Tilth Laboratory, Ames, IA.) ; Berry, E.C

Soil science, 1998-08, Vol.163 (8), p.611-624 [Periódico revisado por pares]

Baltimore, MD: Lippincott Williams & Wilkins

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10
Infiltration under ponded conditions. 3. A predictive equation based on physical parameters
Infiltration under ponded conditions. 3. A predictive equation based on physical parameters
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Infiltration under ponded conditions. 3. A predictive equation based on physical parameters

Haverkamp, R. (Universite Joseph Fourier, Grenoble, France) ; Parlange, J.Y ; Starr, J.L ; Schmitz, G ; Fuentes, C

Soil science, 1990-05, Vol.149 (5), p.292-300 [Periódico revisado por pares]

Baltimore, MD: Lippincott Williams & Wilkins

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