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    Advanced Biopolymer–Based Soil Strengthening Binder with Trivalent Chromium–Xanthan Gum Crosslinking for Wet Strength and Durability Enhancement 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 010:;page 04023360-1
    Author(s): Minhyeong Lee; Ilhan Chang; Gye-Chun Cho
    Publisher: ASCE
    Abstract: Xanthan gum (XG) is an effective soil-binding material for enhancing the geotechnical engineering performance of soil. Due to the hydrophilicity of XG, however, its ineffectiveness as a soil-strengthening agent in wet ...
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    Unsaturated Particulate Materials—Particle-Level Studies 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 001
    Author(s): Gye Chun Cho; J. Carlos Santamarina
    Publisher: American Society of Civil Engineers
    Abstract: Analyses and experiments are performed to gain further insight into the behavior of unsaturated particulate materials, with emphasis on the pendular stage. First, interparticle forces are computed based on Laplace's equation; ...
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    Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author(s): Gye-Chun Cho; Jake Dodds; J. Carlos Santamarina
    Publisher: American Society of Civil Engineers
    Abstract: The size and shape of soil particles reflect the formation history of the grains. In turn, the macroscale behavior of the soil mass results from particle level interactions which are affected by particle shape. Sphericity, ...
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    Closure to “Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands” by Gye-Chun Cho, Jake Dodds, and J. Carlos Santamarina 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 011
    Author(s): Gye-Chun Cho; Jake Dodds; J. Carlos Santamarina
    Publisher: American Society of Civil Engineers
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    Spatial Variability in Soils: High Resolution Assessment with Electrical Needle Probe 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 008
    Author(s): Gye Chun Cho; Jong-Sub Lee; J. Carlos Santamarina
    Publisher: American Society of Civil Engineers
    Abstract: The global response of a soil is affected by spatial as well as temporal scales. An electrical needle-size probe is developed to effectively assess one-dimensional spatial variability. The probe is designed for laboratory ...
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    Effect of Soft Viscoelastic Biopolymer on the Undrained Shear Behavior of Loose Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 008:;page 04021072-1
    Author(s): Dong-Hwa Noh; Wonjun Cha; J. Carlos Santamarina; Gye-Chun Cho; Tae-Hyuk Kwon
    Publisher: ASCE
    Abstract: Soft viscoelastic biological products such as biopolymers and biofilms have recently garnered significant interest as alternative biogrout materials for ground improvement because of their nontoxic and biodegradable ...
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