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نمایش تعداد 1-10 از 29

Modelling the strengths of engineering materials in three dimensions

نوع: Journal Paper

نویسنده : Poul V. Lade

سال: 1997

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

نوع: Journal Paper

نویسنده : Poul V. Lade

سال: 2014

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

نوع: Journal Paper

نویسنده : Poul V. Lade

ناشر: Elsevier Science

سال: 1977

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Instability, shear banding, and failure in granular materials

نوع: Journal Paper

نویسنده : Poul V Lade

ناشر: Elsevier Science

سال: 2002

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Failure Criterion for Cross-Anisotropic Soils

نوع: Journal Paper

نویسنده : Poul V. Lade

سال: 2008

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Modeling failure in cross-anisotropic frictional materials

نوع: Journal Paper

نویسنده : Poul V. Lade

ناشر: Elsevier Science

سال: 2007

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Creep Effects on Static and Cyclic Instability of Granular Soils

نوع: Journal Paper

نویسنده : Poul V. Lade

سال: 1994

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Instability and Plastic Flow of Soils. I: Experimental Observations

نوع: Journal Paper

نویسنده : Poul V. Lade; Daniel Pradel

سال: 1990

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Method for Uniform Strain Extension Tests on Sand

نوع: Journal Paper

نویسنده : Poul V. Lade; Qiong Wang

سال: 2012

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

نوع: Journal Paper

نویسنده : Poul V. Lade; Qiong Wang

سال: 2012

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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

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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