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Now showing items 1-10 of 29

Modelling the strengths of engineering materials in three dimensions

Type: Journal Paper

Author : Poul V. Lade

Year: 1997

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Estimating Parameters from a Single Test for the Three-Dimensional Failure Criterion for Frictional Materials

Type: Journal Paper

Author : Poul V. Lade

Year: 2014

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Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces

Type: Journal Paper

Author : Poul V. Lade

Publisher: Elsevier Science

Year: 1977

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Instability, shear banding, and failure in granular materials

Type: Journal Paper

Author : Poul V Lade

Publisher: Elsevier Science

Year: 2002

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Failure Criterion for Cross-Anisotropic Soils

Type: Journal Paper

Author : Poul V. Lade

Year: 2008

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Modeling failure in cross-anisotropic frictional materials

Type: Journal Paper

Author : Poul V. Lade

Publisher: Elsevier Science

Year: 2007

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Creep Effects on Static and Cyclic Instability of Granular Soils

Type: Journal Paper

Author : Poul V. Lade

Year: 1994

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Instability and Plastic Flow of Soils. I: Experimental Observations

Type: Journal Paper

Author : Poul V. Lade; Daniel Pradel

Year: 1990

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Method for Uniform Strain Extension Tests on Sand

Type: Journal Paper

Author : Poul V. Lade; Qiong Wang

Year: 2012

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Effects of Stiff and Flexible Boundary Conditions in Triaxial Extension Tests on Cross-anisotropic Sand Behavior

Type: Journal Paper

Author : Poul V. Lade; Qiong Wang

Year: 2012

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Search

Modelling the strengths of engineering materials in three dimensions

Estimating Parameters from a Single Test for the Three-Dimensional Failure Criterion for Frictional Materials

Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces

Instability, shear banding, and failure in granular materials

Failure Criterion for Cross-Anisotropic Soils

Modeling failure in cross-anisotropic frictional materials

Creep Effects on Static and Cyclic Instability of Granular Soils

Instability and Plastic Flow of Soils. I: Experimental Observations

Method for Uniform Strain Extension Tests on Sand

Effects of Stiff and Flexible Boundary Conditions in Triaxial Extension Tests on Cross-anisotropic Sand Behavior

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Modelling the strengths of engineering materials in three dimensions

Estimating Parameters from a Single Test for the Three-Dimensional Failure Criterion for Frictional Materials

Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces

Instability, shear banding, and failure in granular materials

Failure Criterion for Cross-Anisotropic Soils

Modeling failure in cross-anisotropic frictional materials

Creep Effects on Static and Cyclic Instability of Granular Soils

Instability and Plastic Flow of Soils. I: Experimental Observations

Method for Uniform Strain Extension Tests on Sand

Effects of Stiff and Flexible Boundary Conditions in Triaxial Extension Tests on Cross-anisotropic Sand Behavior