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Journal Articles

Behavior of a Sensitive Clay in Isotropically Consolidated K̇ o -Drained Triaxial Tests

V. Silvestri, G. Abou-Samra

Publisher: ASTM International

Geotech. Test. J.. July 2017, 40(4): 591–607.

Paper No: GTJ20160159

https://doi.org/10.1520/GTJ20160159

Published Online: July 5, 2017

View Article titled, Behavior of a Sensitive Clay in Isotropically Consolidated K̇ o -Drained Triaxial Tests

Journal Articles

Development of a New Hollow Cylinder Triaxial Apparatus for the Study of Expansion Tests in Clay

V Silvestri, R Diab, A Ducharme

Publisher: ASTM International

Geotech. Test. J.. May 2005, 28(3): 231–239.

https://doi.org/10.1520/GTJ11968

Published Online: May 1, 2005

View Article titled, Development of a New Hollow Cylinder Triaxial Apparatus for the Study of Expansion Tests in Clay

eBook Chapter

Field Measurement of Water Contents and Densities by Nuclear Methods in Clay Deposits

Book: Field Instrumentation for Soil and Rock

Series: ASTM Selected Technical Papers

Publisher: ASTM International

Published: 1999

https://doi.org/10.1520/STP14224S

ISBN-10: 0-8031-2604-2

ISBN: 978-0-8031-2604-6

Open the PDF for Field Measurement of Water Contents and Densities by Nuclear Methods in Clay Deposits in another window

eBook Chapter

Permeability Response of Oil-Contaminated Compacted Clays

Book: Testing Soil Mixed with Waste or Recycled Materials

Series: ASTM Selected Technical Papers

Publisher: ASTM International

Published: 1997

https://doi.org/10.1520/STP15643S

ISBN-10: 0-8031-2470-8

ISBN: 978-0-8031-2470-7

Open the PDF for Permeability Response of Oil-Contaminated Compacted Clays in another window

Journal Articles

Influence of Apex Angle on Cone Penetration Factors in Clay

V Silvestri, Y Fahmy

Publisher: ASTM International

Geotech. Test. J.. September 1995, 18(3): 315–323.

https://doi.org/10.1520/GTJ11000J

Published Online: September 1, 1995

View Article titled, Influence of Apex Angle on Cone Penetration Factors in Clay

Journal Articles

Water Content Relationships of a Sensitive Clay Subjected to Cycles of Capillary Pressures

V Silvestri

Publisher: ASTM International

Geotech. Test. J.. March 1994, 17(1): 57–64.

https://doi.org/10.1520/GTJ10073J

Published Online: March 1, 1994

View Article titled, Water Content Relationships of a Sensitive Clay Subjected to Cycles of Capillary Pressures

Journal Articles

A Study of Undrained Shear Strength Using Various Vanes

V Silvestri, M Aubertin, RP Chapuis

Publisher: ASTM International

Geotech. Test. J.. June 1993, 16(2): 228–237.

https://doi.org/10.1520/GTJ10039J

Published Online: June 1, 1993

View Article titled, A Study of Undrained Shear Strength Using Various Vanes

Journal Articles

Laboratory and Field Calibration of a Neutron Depth Moisture Gauge for Use in High Water Content Soils

V Silvestri, G Sarkis, N Bekkouche, M Soulie, C Tabib

Publisher: ASTM International

Geotech. Test. J.. March 1991, 14(1): 64–70.

https://doi.org/10.1520/GTJ10192J

Published Online: March 1, 1991

View Article titled, Laboratory and Field Calibration of a Neutron Depth Moisture Gauge for Use in High Water Content Soils

Journal Articles

Direct and Simple Shear Testing of Two Canadian Sensitive Clays

V Silvestri, G Karam, A Tonthat, Y St-Amour

Publisher: ASTM International

Geotech. Test. J.. March 1989, 12(1): 11–21.

https://doi.org/10.1520/GTJ10669J

Published Online: March 1, 1989

View Article titled, Direct and Simple Shear Testing of Two Canadian Sensitive Clays

eBook Chapter

Anisotropy and In-Situ Vane Tests

Book: Vane Shear Strength Testing in Soils: Field and Laboratory Studies

Series: ASTM Selected Technical Papers

Publisher: ASTM International

Published: 1988

https://doi.org/10.1520/STP10323S

ISBN-10: 0-8031-1188-6

ISBN: 978-0-8031-1188-2

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eBook Chapter

Triaxial Relaxation Tests on a Soft Clay

Book: Advanced Triaxial Testing of Soil and Rock

Series: ASTM Selected Technical Papers

Publisher: ASTM International

Published: 1988

https://doi.org/10.1520/STP29084S

ISBN-10: 0-8031-0983-0

ISBN: 978-0-8031-0983-4

Open the PDF for Triaxial Relaxation Tests on a Soft Clay in another window

eBook Chapter

A True Triaxial Testing Cell

Book: Advanced Triaxial Testing of Soil and Rock

Series: ASTM Selected Technical Papers

Publisher: ASTM International

Published: 1988

https://doi.org/10.1520/STP29117S

ISBN-10: 0-8031-0983-0

ISBN: 978-0-8031-0983-4

Open the PDF for A True Triaxial Testing Cell in another window

eBook Chapter

Report on Theory and Laboratory Testing Requirements: Comparisons

Book: Consolidation of Soils: Testing and Evaluation

Series: ASTM Selected Technical Papers

Publisher: ASTM International

Published: 1986

https://doi.org/10.1520/STP34609S

ISBN-10: 0-8031-0446-4

ISBN: 978-0-8031-0446-4

Open the PDF for Report on Theory and Laboratory Testing Requirements: Comparisons in another window

eBook Chapter

Controlled-Strain, Controlled-Gradient, and Standard Consolidation Testing of Sensitive Clays

Book: Consolidation of Soils: Testing and Evaluation

Series: ASTM Selected Technical Papers

Publisher: ASTM International

Published: 1986

https://doi.org/10.1520/STP34626S

ISBN-10: 0-8031-0446-4

ISBN: 978-0-8031-0446-4

Open the PDF for Controlled-Strain, Controlled-Gradient, and Standard Consolidation Testing of Sensitive Clays in another window

Journal Articles

Effect of Soil Anisotropy on the Wave-Induced Pore Pressures in the Seabed

V. Silvestri, M. Soulie´, C. Marche, D. Louche

Publisher: ASME

J. Energy Resour. Technol. December 1985, 107(4): 441–449.

https://doi.org/10.1115/1.3231216

Published Online: December 1, 1985

View Article titled, Effect of Soil Anisotropy on the Wave-Induced Pore Pressures in the Seabed

Topics: Anisotropy, Seabed, Soil, Waves, Pressure, Deformation, Failure, Storms, Theoretical analysis, Water

eBook Chapter

Behavior of an Overconsolidated Sensitive Clay in Drained K 0 -Triaxial Tests

Book: Laboratory Shear Strength of Soil

Series: ASTM Selected Technical Papers

Publisher: ASTM International

Published: 1981

https://doi.org/10.1520/STP28775S

ISBN-10: 0-8031-0789-7

ISBN: 978-0-8031-0789-2

Open the PDF for Behavior of an Overconsolidated Sensitive Clay in Drained K 0 -Triaxial Tests in another window

Journal citation

NARROW

Behavior of a Sensitive Clay in Isotropically Consolidated K̇ o -Drained Triaxial Tests

Development of a New Hollow Cylinder Triaxial Apparatus for the Study of Expansion Tests in Clay

Field Measurement of Water Contents and Densities by Nuclear Methods in Clay Deposits

Permeability Response of Oil-Contaminated Compacted Clays

Influence of Apex Angle on Cone Penetration Factors in Clay

Water Content Relationships of a Sensitive Clay Subjected to Cycles of Capillary Pressures

A Study of Undrained Shear Strength Using Various Vanes

Laboratory and Field Calibration of a Neutron Depth Moisture Gauge for Use in High Water Content Soils

Direct and Simple Shear Testing of Two Canadian Sensitive Clays

Anisotropy and In-Situ Vane Tests

Triaxial Relaxation Tests on a Soft Clay

A True Triaxial Testing Cell

Report on Theory and Laboratory Testing Requirements: Comparisons

Controlled-Strain, Controlled-Gradient, and Standard Consolidation Testing of Sensitive Clays

Effect of Soil Anisotropy on the Wave-Induced Pore Pressures in the Seabed

Behavior of an Overconsolidated Sensitive Clay in Drained K 0 -Triaxial Tests

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