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Analysis of an Image-Based Method to Quantify the Size and Shape of Sand Particles
Analysis of an Image-Based Method to Quantify the Size and Shape of Sand Particles
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Analysis of an Image-Based Method to Quantify the Size and Shape of Sand Particles

Altuhafi, F ; O’Sullivan, C ; Cavarretta, I

Journal of geotechnical and geoenvironmental engineering, 2013-08, Vol.139 (8), p.1290-1307 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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Factors Affecting Efficiency of Microbially Induced Calcite Precipitation
Factors Affecting Efficiency of Microbially Induced Calcite Precipitation
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Factors Affecting Efficiency of Microbially Induced Calcite Precipitation

Al Qabany, Ahmed ; Soga, Kenichi ; Santamarina, Carlos

Journal of geotechnical and geoenvironmental engineering, 2012-08, Vol.138 (8), p.992-1001 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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3
Experimental Optimization of Microbial-Induced Carbonate Precipitation for Soil Improvement
Experimental Optimization of Microbial-Induced Carbonate Precipitation for Soil Improvement
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Experimental Optimization of Microbial-Induced Carbonate Precipitation for Soil Improvement

Martinez, B. C ; DeJong, J. T ; Ginn, T. R ; Montoya, B. M ; Barkouki, T. H ; Hunt, C ; Tanyu, B ; Major, D

Journal of geotechnical and geoenvironmental engineering, 2013-04, Vol.139 (4), p.587-598 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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4
Shear-Wave Velocity–Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential
Shear-Wave Velocity–Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential
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Shear-Wave Velocity–Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential

Kayen, R ; Moss, R. E. S ; Thompson, E. M ; Seed, R. B ; Cetin, K. O ; Kiureghian, A. Der ; Tanaka, Y ; Tokimatsu, K

Journal of geotechnical and geoenvironmental engineering, 2013-03, Vol.139 (3), p.407-419 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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5
Quantifying Biomediated Ground Improvement by Ureolysis: Large-Scale Biogrout Experiment
Quantifying Biomediated Ground Improvement by Ureolysis: Large-Scale Biogrout Experiment
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Quantifying Biomediated Ground Improvement by Ureolysis: Large-Scale Biogrout Experiment

van Paassen, Leon A ; Ghose, Ranajit ; van der Linden, Thomas J. M ; van der Star, Wouter R. L ; van Loosdrecht, Mark C. M

Journal of geotechnical and geoenvironmental engineering, 2010-12, Vol.136 (12), p.1721-1728 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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6
Generalized Approach for Prediction of Jet Grout Column Diameter
Generalized Approach for Prediction of Jet Grout Column Diameter
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Generalized Approach for Prediction of Jet Grout Column Diameter

Shen, Shui-Long ; Wang, Zhi-Feng ; Yang, Jun ; Ho, Chu-Eu

Journal of geotechnical and geoenvironmental engineering, 2013-12, Vol.139 (12), p.2060-2069 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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7
Stabilization of Organic Soils with Fly Ash
Stabilization of Organic Soils with Fly Ash
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Stabilization of Organic Soils with Fly Ash

Tastan, Erdem O ; Edil, Tuncer B ; Benson, Craig H ; Aydilek, Ahmet H

Journal of geotechnical and geoenvironmental engineering, 2011-09, Vol.137 (9), p.819-833 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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8
Critical Hydraulic Gradients of Internal Erosion under Complex Stress States
Critical Hydraulic Gradients of Internal Erosion under Complex Stress States
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Critical Hydraulic Gradients of Internal Erosion under Complex Stress States

Chang, D. S ; Zhang, L. M

Journal of geotechnical and geoenvironmental engineering, 2013-09, Vol.139 (9), p.1454-1467 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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9
Stiffness of Clays and Silts: Normalizing Shear Modulus and Shear Strain
Stiffness of Clays and Silts: Normalizing Shear Modulus and Shear Strain
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Stiffness of Clays and Silts: Normalizing Shear Modulus and Shear Strain

Vardanega, P. J ; Bolton, M. D

Journal of geotechnical and geoenvironmental engineering, 2013-09, Vol.139 (9), p.1575-1589 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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10
Characteristics of a Large-Scale Deep Foundation Pit Excavated by the Central-Island Technique in Shanghai Soft Clay. I: Bottom-Up Construction of the Central Cylindrical Shaft
Characteristics of a Large-Scale Deep Foundation Pit Excavated by the Central-Island Technique in Shanghai Soft Clay. I: Bottom-Up Construction of the Central Cylindrical Shaft
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Characteristics of a Large-Scale Deep Foundation Pit Excavated by the Central-Island Technique in Shanghai Soft Clay. I: Bottom-Up Construction of the Central Cylindrical Shaft

Tan, Yong ; Wang, Dalong

Journal of geotechnical and geoenvironmental engineering, 2013-11, Vol.139 (11), p.1875-1893 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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