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1
Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands
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Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands

Cho, Gye-Chun ; Dodds, Jake ; Santamarina, J. Carlos

Journal of geotechnical and geoenvironmental engineering, 2006-05, Vol.132 (5), p.591-602 [Periódico revisado por pares]

New York, NY: American Society of Civil Engineers

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2
CPT-Based Probabilistic Characterization of Three-Dimensional Spatial Variability Using MLE
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CPT-Based Probabilistic Characterization of Three-Dimensional Spatial Variability Using MLE

Xiao, Te ; Li, Dian-Qing ; Cao, Zi-Jun ; Zhang, Li-Min

Journal of geotechnical and geoenvironmental engineering, 2018-05, Vol.144 (5) [Periódico revisado por pares]

New York: 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
Suction Stress Characteristic Curve for Unsaturated Soil
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Suction Stress Characteristic Curve for Unsaturated Soil

Lu, Ning ; Likos, William J

Journal of geotechnical and geoenvironmental engineering, 2006-02, Vol.132 (2), p.131-142 [Periódico revisado por pares]

New York, NY: American Society of Civil Engineers

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5
Key Parameters for Strength Control of Artificially Cemented Soils
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Key Parameters for Strength Control of Artificially Cemented Soils

Consoli, Nilo Cesar ; Foppa, Diego ; Festugato, Lucas ; Heineck, Karla Salvagni

Journal of geotechnical and geoenvironmental engineering, 2007-02, Vol.133 (2), p.197-205 [Periódico revisado por pares]

New York, NY: American Society of Civil Engineers

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6
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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7
Probabilistic Slope Stability Analysis by Finite Elements
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Probabilistic Slope Stability Analysis by Finite Elements

Griffiths, D. V ; Fenton, Gordon A

Journal of geotechnical and geoenvironmental engineering, 2004-05, Vol.130 (5), p.507-518 [Periódico revisado por pares]

New York, NY: American Society of Civil Engineers

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8
Numerical Model for Reinforced Soil Segmental Walls under Surcharge Loading
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Numerical Model for Reinforced Soil Segmental Walls under Surcharge Loading

Hatami, Kianoosh ; Bathurst, Richard J

Journal of geotechnical and geoenvironmental engineering, 2006-06, Vol.132 (6), p.673-684 [Periódico revisado por pares]

New York, NY: American Society of Civil Engineers

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9
CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential
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CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential

Moss, R. E ; Seed, R. B ; Kayen, R. E ; Stewart, J. P ; Der Kiureghian, A ; Cetin, K. O

Journal of geotechnical and geoenvironmental engineering, 2006-08, Vol.132 (8), p.1032-1051 [Periódico revisado por pares]

New York, NY: American Society of Civil Engineers

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10
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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