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نمایش تعداد 1-10 از 21

Elastic or Elasto-Plastic: Examination of Certain Strain Increments in the Barcelona Basic Model

نوع: Journal Paper

نویسنده : Wojciech T. Sołowski; Scott W. Sloan

سال: 2012

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Mesh generation for lower bound limit analysis

نوع: Journal Paper

نویسنده : Andrei V. Lyamin; Scott W. Sloan

سال: 2003

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Analysis of plane Couette shear test of granular media in a Cosserat continuum approach

نوع: Journal Paper

نویسنده : Wenxiong Huang; Scott W. Sloan; Daichao Sheng

سال: 2014

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Lower bound limit analysis with adaptive remeshing

نوع: Journal Paper

نویسنده : Andrei V. Lyamin; Scott W. Sloan; Kristian Krabbenhøft; Mohammed Hjiaj

ناشر: John Wiley and Sons

سال: 2005

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Analysis of the failure mode and softening behaviour of sands in true triaxial tests

نوع: Journal Paper

نویسنده : Wenxiong Huang; De’an Sun; Scott W. Sloan

ناشر: Elsevier Science

سال: 2007

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Undrained Stability of Braced Excavations in Clay

نوع: Journal Paper

نویسنده : Boonchai Ukritchon; Andrew J. Whittle; Scott W. Sloan

سال: 2003

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Stability of an undrained plane strain heading revisited

نوع: Journal Paper

نویسنده : Charles E. Augarde; Andrei V. Lyamin; Scott W. Sloan

سال: 2003

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Interpretation of unsaturated soil behaviour in the stress–saturation space: II: Constitutive relationships and validations

نوع: Journal Paper

نویسنده : An-Nan Zhou; Daichao Sheng; Scott W. Sloan; Antonio Gens

سال: 2012

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Finite element formulation and algorithms for unsaturated soils. Part II: Verification and application

نوع: Journal Paper

نویسنده : Daichao Sheng; David W. Smith; Scott W. Sloan; Antonio Gens

سال: 2003

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Finite element formulation and algorithms for unsaturated soils. Part I: Theory

نوع: Journal Paper

نویسنده : Daichao Sheng; Scott W. Sloan; Antonio Gens; David W. Smith

سال: 2003

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Elastic or Elasto-Plastic: Examination of Certain Strain Increments in the Barcelona Basic Model

Mesh generation for lower bound limit analysis

Analysis of plane Couette shear test of granular media in a Cosserat continuum approach

Lower bound limit analysis with adaptive remeshing

Analysis of the failure mode and softening behaviour of sands in true triaxial tests

Undrained Stability of Braced Excavations in Clay

Stability of an undrained plane strain heading revisited

Interpretation of unsaturated soil behaviour in the stress–saturation space: II: Constitutive relationships and validations

Finite element formulation and algorithms for unsaturated soils. Part II: Verification and application

Finite element formulation and algorithms for unsaturated soils. Part I: Theory

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Elastic or Elasto-Plastic: Examination of Certain Strain Increments in the Barcelona Basic Model

Mesh generation for lower bound limit analysis

Analysis of plane Couette shear test of granular media in a Cosserat continuum approach

Lower bound limit analysis with adaptive remeshing

Analysis of the failure mode and softening behaviour of sands in true triaxial tests

Undrained Stability of Braced Excavations in Clay

Stability of an undrained plane strain heading revisited

Interpretation of unsaturated soil behaviour in the stress–saturation space: II: Constitutive relationships and validations

Finite element formulation and algorithms for unsaturated soils. Part II: Verification and application

Finite element formulation and algorithms for unsaturated soils. Part I: Theory