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    Stress‐Strain‐Strength Responses of Compressible Chicago Glacial Clays 

    Source: Journal of Geotechnical Engineering:;1992:;Volume ( 118 ):;issue: 010
    Author(s): Richard J. Finno; Choong‐Ki Chung
    Publisher: American Society of Civil Engineers
    Abstract: The stress‐strain‐srength responses of compressible Chicago glacial clays are presented.These clays are lightly overconsolidated supra‐ or subglacial tills. Fixed piston and Shelby tube samples from various locations in ...
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    State-Dependent Volume Change during Creep in Engineered Silty Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 006
    Author(s): Ka-Hyun Park; Choong-Ki Chung; Young-Hoon Jung
    Publisher: American Society of Civil Engineers
    Abstract: To investigate the volumetric creep behavior of engineered sand containing nonplastic silt, a series of creep tests was performed under various stress conditions and initial void ratios. It was found that contractive or ...
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    State-Dependent Volume Change during Creep in Engineered Silty Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume (0145):;issue:006
    Author(s): Ka-Hyun Park;Choong-Ki Chung;Young-Hoon Jung
    Publisher: American Society of Civil Engineers
    Abstract: To investigate the volumetric creep behavior of engineered sand containing nonplastic silt, a series of creep tests was performed under various stress conditions and initial void ratios. It was found that contractive or ...
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    Device for Load-Redistribution between Existing Piles and Underpinning Micropiles 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 012:;page 04024127-1
    Author(s): Jae-Han Oh; Sung-Hyun Kim; Hyeon-Jong Hwang; Choong-Ki Chung; Hong-Gun Park
    Publisher: American Society of Civil Engineers
    Abstract: A micropile preloading method using bolt-fastening was studied to improve the constructability and economic feasibility of underpinning micropiles for the vertical expansion of a building with existing pile foundation. Due ...
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