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Refinado por: Base de dados/Biblioteca: ASFA: Aquatic Sciences and Fisheries Abstracts remover assunto: Earth Sciences remover Canadian Geotechnical Journal remover
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1
Estimation of hydraulic fracture pressure in clay
Estimation of hydraulic fracture pressure in clay
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Estimation of hydraulic fracture pressure in clay

Andersen, Knut H ; Rawlings, Colin G ; Lunne, Tom A ; By, Trond H

Canadian geotechnical journal, 1994-12, Vol.31 (6), p.817-828 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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2
Electrokinetic dewatering of clay slurries as engineered soil covers
Electrokinetic dewatering of clay slurries as engineered soil covers
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Electrokinetic dewatering of clay slurries as engineered soil covers

SHANG, J. Q

Canadian geotechnical journal, 1997-02, Vol.34 (1), p.78-86 [Periódico revisado por pares]

Ottawa, ON: National Research Council of Canada

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3
Undrained stress path of loose sand predicted from dry tests
Undrained stress path of loose sand predicted from dry tests
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Undrained stress path of loose sand predicted from dry tests

de Groot, M B ; Stoutjesdijk, T P

Canadian geotechnical journal, 1997-02, Vol.34 (1), p.131-138 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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4
Correlations of mud-injection Becker and standard penetration tests
Correlations of mud-injection Becker and standard penetration tests
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Correlations of mud-injection Becker and standard penetration tests

Sy, A ; Lum, KKY

Canadian geotechnical journal, 1997-02, Vol.34 (1), p.139-144 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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5
In situ sand state from CPT: evaluation of a unified approach at two CANLEX sites
In situ sand state from CPT: evaluation of a unified approach at two CANLEX sites
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In situ sand state from CPT: evaluation of a unified approach at two CANLEX sites

Konrad, J -M

Canadian geotechnical journal, 1997-02, Vol.34 (1), p.120-130 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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6
Use of a modelling centrifuge for testing clay liner compatibility with permeants
Use of a modelling centrifuge for testing clay liner compatibility with permeants
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Use of a modelling centrifuge for testing clay liner compatibility with permeants

Theriault, J A ; Mitchell, R J

Canadian geotechnical journal, 1997-02, Vol.34 (1), p.71-77 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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7
Critical shear stress and its relationship with cohesion for sand-kaolinite mixtures
Critical shear stress and its relationship with cohesion for sand-kaolinite mixtures
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Critical shear stress and its relationship with cohesion for sand-kaolinite mixtures

REDDI, L. N ; BONALA, M. V. S

Canadian geotechnical journal, 1997-02, Vol.34 (1), p.26-33 [Periódico revisado por pares]

Ottawa, ON: National Research Council of Canada

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8
Migration of landfill leachate into a shallow clayey till in southern New Brunswick: a field and modelling investigation
Migration of landfill leachate into a shallow clayey till in southern New Brunswick: a field and modelling investigation
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Migration of landfill leachate into a shallow clayey till in southern New Brunswick: a field and modelling investigation

Munro, IRP ; MacQuarrie, KTB ; Valsangkar, A J ; Kan, K T

Canadian geotechnical journal, 1997-04, Vol.34 (2), p.204-219 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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9
Predictions of the coefficient of consolidation from piezocone tests
Predictions of the coefficient of consolidation from piezocone tests
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Predictions of the coefficient of consolidation from piezocone tests

Schnaid, F ; Sills, G C ; Soares, J M ; Nyirenda, Z

Canadian geotechnical journal, 1997-04, Vol.34 (2), p.315-327 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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10
Bearing capacity of plane-strain footings on layered soils
Bearing capacity of plane-strain footings on layered soils
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Bearing capacity of plane-strain footings on layered soils

Burd, H J ; Frydman, S

Canadian geotechnical journal, 1997-04, Vol.34 (2), p.241-253 [Periódico revisado por pares]

Ottawa, Canada: NRC Research Press

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