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1
Significance of Particle Crushing in Granular Materials
Significance of Particle Crushing in Granular Materials
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Significance of Particle Crushing in Granular Materials

Lade, Poul V ; Yamamuro, Jerry A ; Bopp, Paul A

Journal of geotechnical engineering, 1996-04, Vol.122 (4), p.309-316 [Periódico revisado por pares]

New York, NY: American Society of Civil Engineers

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2
Experimental Study of Drained Creep Behavior of Sand
Experimental Study of Drained Creep Behavior of Sand
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Experimental Study of Drained Creep Behavior of Sand

Lade, Poul V ; Liu, Chi-Tseng

Journal of engineering mechanics, 1998-08, Vol.124 (8), p.912-920 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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3
Shear Banding in True Triaxial Tests and Its Effect on Failure in Sand
Shear Banding in True Triaxial Tests and Its Effect on Failure in Sand
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Shear Banding in True Triaxial Tests and Its Effect on Failure in Sand

Wang, Qiong ; Lade, Poul V

Journal of engineering mechanics, 2001-08, Vol.127 (8), p.754-761 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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4
One-Dimensional Compression of Sands at High Pressures
One-Dimensional Compression of Sands at High Pressures
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One-Dimensional Compression of Sands at High Pressures

Yamamuro, Jerry A ; Bopp, Paul A ; Lade, Poul V

Journal of Geotechnical Engineering, 1996-02, Vol.122 (2), p.147-154 [Periódico revisado por pares]

New York, NY: American Society of Civil Engineers

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5
Steady-State Concepts and Static Liquefaction of Silty Sands
Steady-State Concepts and Static Liquefaction of Silty Sands
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Steady-State Concepts and Static Liquefaction of Silty Sands

Yamamuro, Jerry A ; Lade, Poul V

Journal of geotechnical and geoenvironmental engineering, 1998-09, Vol.124 (9), p.868-877 [Periódico revisado por pares]

New York, NY: American Society of Civil Engineers

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6
Drained Sand Behavior in Axisymmetric Tests at High Pressures
Drained Sand Behavior in Axisymmetric Tests at High Pressures
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Drained Sand Behavior in Axisymmetric Tests at High Pressures

Yamamuro, Jerry A ; Lade, Poul V

Journal of Geotechnical Engineering, 1996-02, Vol.122 (2), p.109-119 [Periódico revisado por pares]

New York, NY: American Society of Civil Engineers

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7
Failure Criterion for Cross-Anisotropic Soils
Failure Criterion for Cross-Anisotropic Soils
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Failure Criterion for Cross-Anisotropic Soils

Lade, Poul V

Journal of geotechnical and geoenvironmental engineering, 2008-01, Vol.134 (1), p.117-124 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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8
Analysis of Shear Banding in True Triaxial Tests on Sand
Analysis of Shear Banding in True Triaxial Tests on Sand
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Analysis of Shear Banding in True Triaxial Tests on Sand

Lade, Poul V ; Wang, Qiong

Journal of engineering mechanics, 2001-08, Vol.127 (8), p.762-768 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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9
Undrained Sand Behavior in Axisymmetric Tests at High Pressures
Undrained Sand Behavior in Axisymmetric Tests at High Pressures
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Undrained Sand Behavior in Axisymmetric Tests at High Pressures

Lade, Poul V ; Yamamuro, Jerry A

Journal of geotechnical engineering, 1996-02, Vol.122 (2), p.120-129 [Periódico revisado por pares]

New York, NY: American Society of Civil Engineers

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10
Instability and Plastic Flow of Soils. I: Experimental Observations
Instability and Plastic Flow of Soils. I: Experimental Observations
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Instability and Plastic Flow of Soils. I: Experimental Observations

Lade, Poul V ; Pradel, Daniel

Journal of engineering mechanics, 1990-11, Vol.116 (11), p.2532-2550 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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