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Mobilized Shear Strength of Overconsolidated Seattle Clays
Mobilized Shear Strength of Overconsolidated Seattle Clays
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Mobilized Shear Strength of Overconsolidated Seattle Clays

Stark, Timothy D. ; Idries, Abedalqader ; Lin, Jiale

Journal of geotechnical and geoenvironmental engineering, 2024-06, Vol.150 (6) [Periódico revisado por pares]

New York: American Society of Civil Engineers

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2
Coupled hydro-mechanical modelling of soil–vegetation–atmosphere interaction in natural clay slopes
Coupled hydro-mechanical modelling of soil–vegetation–atmosphere interaction in natural clay slopes
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Coupled hydro-mechanical modelling of soil–vegetation–atmosphere interaction in natural clay slopes

Pedone, Giuseppe ; Tsiampousi, Aikaterini ; Cotecchia, Federica ; Zdravkovic, Lidija

Canadian geotechnical journal, 2022-02, Vol.59 (2), p.272-290 [Periódico revisado por pares]

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

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3
Constitutive Model for Thermal Compaction of Clayey Geomaterials and Application to COx Claystone
Constitutive Model for Thermal Compaction of Clayey Geomaterials and Application to COx Claystone
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Constitutive Model for Thermal Compaction of Clayey Geomaterials and Application to COx Claystone

Souley, M. ; Vu, M.-N. ; Armand, G. ; Plua, C.

Rock mechanics and rock engineering, 2024-06, Vol.57 (6), p.4421-4441 [Periódico revisado por pares]

Vienna: Springer Vienna

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4
The 21st Glossop lecture; engineering geology and the geoscience time machine
The 21st Glossop lecture; engineering geology and the geoscience time machine
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The 21st Glossop lecture; engineering geology and the geoscience time machine

Shilston, David T

Quarterly journal of engineering geology and hydrogeology, 2023-02, Vol.56 (1), p.1 [Periódico revisado por pares]

Bath: Geological Society of London

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5
Centrifuge modelling of whole-life pipe–soil interaction in clay with different overconsolidation ratios
Centrifuge modelling of whole-life pipe–soil interaction in clay with different overconsolidation ratios
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Centrifuge modelling of whole-life pipe–soil interaction in clay with different overconsolidation ratios

Hou, Zhechen ; Gaudin, Christophe ; Sahdi, Fauzan ; Randolph, Mark

Géotechnique, 2022-03, Vol.73 (12), p.1056-1070 [Periódico revisado por pares]

London: ICE Publishing

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6
Geological model for Menai Strait Tunnel
Geological model for Menai Strait Tunnel
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Geological model for Menai Strait Tunnel

Sandford, Kate ; Mason, G

Quarterly journal of engineering geology and hydrogeology, 2021-05, Vol.54 (2) [Periódico revisado por pares]

Bath: Geological Society of London

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7
Estimating overconsolidation ratio (OCR) in structured and unstructured cohesive soil with field vane tests referencing soil index properties
Estimating overconsolidation ratio (OCR) in structured and unstructured cohesive soil with field vane tests referencing soil index properties
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Estimating overconsolidation ratio (OCR) in structured and unstructured cohesive soil with field vane tests referencing soil index properties

Saye, Steven R ; Kumm, Bryan P ; Lutenegger, Alan J

Canadian geotechnical journal, 2021, Vol.58 (1), p.125-141 [Periódico revisado por pares]

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

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8
Case history examples of estimating OCR in structured and structured organic cohesive soil with field vane tests using the SHANSEP-based method
Case history examples of estimating OCR in structured and structured organic cohesive soil with field vane tests using the SHANSEP-based method
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Case history examples of estimating OCR in structured and structured organic cohesive soil with field vane tests using the SHANSEP-based method

Saye, Steven R ; Kumm, Bryan P ; Lutenegger, Alan J

Canadian geotechnical journal, 2021-09, Vol.58 (9), p.1305-1313 [Periódico revisado por pares]

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

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9
Geostatic stress in oil-sand tailings
Geostatic stress in oil-sand tailings
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Geostatic stress in oil-sand tailings

Shuttle, Dawn ; Martens, Scott ; Jefferies, Mike

Proceedings of the Institution of Civil Engineers. Geotechnical engineering, 2021-11, Vol.176 (3), p.1-10 [Periódico revisado por pares]

London: ICE Publishing

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10
The Importance of Geotechnical Random Variability in the Elastoplastic Stress–Strain Behavior of Shallow Foundations Considering the Geological History
The Importance of Geotechnical Random Variability in the Elastoplastic Stress–Strain Behavior of Shallow Foundations Considering the Geological History
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The Importance of Geotechnical Random Variability in the Elastoplastic Stress–Strain Behavior of Shallow Foundations Considering the Geological History

Mendoza, Cristhian ; Hurtado, Jorge E.

Geotechnical and geological engineering, 2022-07, Vol.40 (7), p.3799-3818 [Periódico revisado por pares]

Cham: Springer International Publishing

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