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1
Anisotropic Critical State Theory: Role of Fabric
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Anisotropic Critical State Theory: Role of Fabric

Li, Xiang Song ; Dafalias, Yannis F

Journal of engineering mechanics, 2012-03, Vol.138 (3), p.263-275 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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2
Associated Generalized Plasticity Framework for Modeling Gravelly Soils Considering Particle Breakage
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Associated Generalized Plasticity Framework for Modeling Gravelly Soils Considering Particle Breakage

Liu, Huabei ; Zou, Degao

Journal of engineering mechanics, 2013-05, Vol.139 (5), p.606-615 [Periódico revisado por pares]

American Society of Civil Engineers

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3
Microbially Induced Cementation to Control Sand Response to Undrained Shear
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Microbially Induced Cementation to Control Sand Response to Undrained Shear

DeJong, Jason T ; Fritzges, Michael B ; Nüsslein, Klaus

Journal of geotechnical and geoenvironmental engineering, 2006-11, Vol.132 (11), p.1381-1392 [Periódico revisado por pares]

New York, NY: American Society of Civil Engineers

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4
Role of Particle Angularity on the Mechanical Behavior of Granular Mixtures
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Role of Particle Angularity on the Mechanical Behavior of Granular Mixtures

Shin, H ; Santamarina, J. C

Journal of geotechnical and geoenvironmental engineering, 2013-02, Vol.139 (2), p.353-355 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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5
One-Way Cyclic Triaxial Behavior of Saturated Clay: Comparison between Constant and Variable Confining Pressure
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One-Way Cyclic Triaxial Behavior of Saturated Clay: Comparison between Constant and Variable Confining Pressure

Cai, Yuanqiang ; Gu, Chuan ; Wang, Jun ; Juang, C. Hsein ; Xu, Changjie ; Hu, Xiuqing

Journal of geotechnical and geoenvironmental engineering, 2013-05, Vol.139 (5), p.797-809 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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6
Liquefaction Susceptibility Criteria for Silts and Clays
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Liquefaction Susceptibility Criteria for Silts and Clays

Boulanger, Ross W ; Idriss, I. M

Journal of geotechnical and geoenvironmental engineering, 2006-11, Vol.132 (11), p.1413-1426 [Periódico revisado por pares]

New York, NY: American Society of Civil Engineers

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7
Standard Penetration Test-Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential
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Standard Penetration Test-Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential

Cetin, K. Onder ; Seed, Raymond B ; Der Kiureghian, Armen ; Tokimatsu, Kohji ; Harder, Leslie F ; Kayen, Robert E ; Moss, Robert E. S

Journal of geotechnical and geoenvironmental engineering, 2004-12, Vol.130 (12), p.1314-1340 [Periódico revisado por pares]

New York, NY: American Society of Civil Engineers

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8
Assessment of the Liquefaction Susceptibility of Fine-Grained Soils
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Assessment of the Liquefaction Susceptibility of Fine-Grained Soils

Bray, Jonathan D ; Sancio, Rodolfo B

Journal of geotechnical and geoenvironmental engineering, 2006-09, Vol.132 (9), p.1165-1177 [Periódico revisado por pares]

New York, NY: American Society of Civil Engineers

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9
Characteristics of Copper Tailings in Direct Simple Shearing: A Critical State Approach
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Characteristics of Copper Tailings in Direct Simple Shearing: A Critical State Approach

Karim, Mohammad Emdadul ; Rahman, Md. Mizanur ; Karim, Md. Rajibul ; Fourie, Andy B. ; Reid, David

Journal of geotechnical and geoenvironmental engineering, 2023-05, Vol.149 (5) [Periódico revisado por pares]

New York: American Society of Civil Engineers

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10
Evaluating the particle rolling effect on the characteristic features of granular material under the critical state soil mechanics framework
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Evaluating the particle rolling effect on the characteristic features of granular material under the critical state soil mechanics framework

Barnett, N. ; Rahman, Md. Mizanur ; Karim, Md. Rajibul ; Nguyen, H. B. K.

Granular matter, 2020-11, Vol.22 (4), Article 89 [Periódico revisado por pares]

Berlin/Heidelberg: Springer Berlin Heidelberg

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