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    Discussion of “<i>Organizations and Systematic Distortion of Information</i>” by David A. Bella (October, 1987, Vol. 113, No. 4) 

    Source: Journal of Professional Issues in Engineering:;1989:;Volume ( 115 ):;issue: 004
    Author(s): Carlos Santamarina
    Publisher: American Society of Civil Engineers
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    Sands Subjected to Repetitive Loading Cycles and Associated Granular Degradation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 011:;page 04023111-1
    Author(s): Junghee Park; J. Carlos Santamarina
    Publisher: ASCE
    Abstract: This study examines the load-deformation response of sands subjected to high- and low-stress cycles, i.e.,&nbsp;both ends of the Wöhler’s fatigue curve. At high peak cyclic stress σf, the terminal void ratio decreases with ...
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    Stiffness Evolution in Frozen Sands Subjected to Stress Changes 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Sheng Dai; J. Carlos Santamarina
    Publisher: American Society of Civil Engineers
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    Closure to &#x201c;Fines Classification Based on Sensitivity to Pore-Fluid Chemistry&#x201d; by Junbong Jang and J. Carlos Santamarina 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 007
    Author(s): Junbong Jang; J. Carlos Santamarina
    Publisher: American Society of Civil Engineers
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    Mineral Dissolution and the Evolution of k0 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 008
    Author(s): Hosung Shin; J. Carlos Santamarina
    Publisher: American Society of Civil Engineers
    Abstract: Adequate knowledge of the in situ state of stress can be essential to the analysis of geotechnical systems. However, the measurement and prediction of
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    Fines Classification Based on Sensitivity to Pore-Fluid Chemistry 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 004
    Author(s): Junbong Jang; J. Carlos Santamarina
    Publisher: American Society of Civil Engineers
    Abstract: The 75-μm particle size is used to discriminate between fine and coarse grains. Further analysis of fine grains is typically based on the plasticity chart. Whereas pore-fluid-chemistry-dependent soil response is a salient ...
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    Fines Classification Based on Sensitivity to Pore-Fluid Chemistry 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 004
    Author(s): Junbong Jang; J. Carlos Santamarina
    Publisher: American Society of Civil Engineers
    Abstract: The 75-μm particle size is used to discriminate between fine and coarse grains. Further analysis of fine grains is typically based on the plasticity chart. Whereas pore-fluid-chemistry-dependent soil response is a salient ...
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    Ferromagnetic Inclusions in Geomaterials: Implications 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 002
    Author(s): Katherine Klein; J. Carlos Santamarina
    Publisher: American Society of Civil Engineers
    Abstract: Various laboratory and field techniques used to study geomaterials utilize the principles of electromagnetism. Applications in geotechnical engineering such as resistivity profiling, induced polarization, ground-penetrating ...
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    Soft Sediments: Wave-based Characterization 

    Source: International Journal of Geomechanics:;2005:;Volume ( 005 ):;issue: 002
    Author(s): Katherine Klein; J. Carlos Santamarina
    Publisher: American Society of Civil Engineers
    Abstract: Soft sediments are frequently encountered in geotechnical practice, forming natural deposits or manmade mixtures. These high water content soil–water mixtures involve soils with high specific surface and experience relatively ...
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    Soil Response to Repetitive Changes in Pore-Water Pressure under Deviatoric Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Junghee Park; J. Carlos Santamarina
    Publisher: ASCE
    Abstract: Soils often experience repetitive changes in pore water pressure. This study explores the volumetric and shear response of contractive and dilative sand specimens subjected to repetitive changes in pore water pressure, ...
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