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    Estimation of Liquefaction-Induced Manhole Uplift Displacements and Trench-Backfill Settlements 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2012:;Volume ( 138 ):;issue: 004
    Author(s): Tetsuo Tobita; Gi-Chun Kang; Susumu Iai
    Publisher: American Society of Civil Engineers
    Abstract: A simple method to predict the uplift displacement of a manhole and trench-backfill settlement due to liquefaction is proposed. The conventional equilibrium of vertical forces acting on a manhole is solely a function of ...
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    Modified Time of Setting Test for Fly Ash Paste and Fly Ash–Soil Mixtures 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 002
    Author(s): Xin Kang; Gi-Chun Kang; Louis Ge
    Publisher: American Society of Civil Engineers
    Abstract: A survey of current literature has revealed that the testing protocol for determining the time of setting of fly ash–soil mixtures is not available. Although the current ASTM standard recommends using the Vicat needle ...
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    Chemically Stabilized Soft Clays for Road-Base Construction 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 007
    Author(s): Xin Kang; Gi-Chun Kang; Kuang-Tsung Chang; Louis Ge
    Publisher: American Society of Civil Engineers
    Abstract: Soft clays are widely distributed in Missouri, United States. Due to their relatively low strength and high compressibility, subgrade construction in soft clays has encountered many difficulties. In recent practice, the ...
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    Quay Wall Stability Considering Earthquake and Tsunami Overtopping Forces Together in the Active Condition 

    Source: Natural Hazards Review:;2014:;Volume ( 015 ):;issue: 004
    Author(s): Gi-Chun Kang; Do-Sam Kim; Tae-Hyung Kim
    Publisher: American Society of Civil Engineers
    Abstract: In 2011, off the Pacific coast of Tohoku, Japan, an earthquake triggered a tsunami that struck the coast; the region was inundated with the tsunami and earthquake aftershocks continued for days. Coastal structures were ...
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    Factors Influencing Crack-Induced Tensile Strength of Compacted Soil 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 003
    Author(s): Tae-Hyung Kim; Tae-Hoon Kim; Gi-Chun Kang; Louis Ge
    Publisher: American Society of Civil Engineers
    Abstract: Mode I (tensile) fracture is the most commonly observed failure in geostructures resulting from cracks in soil. Direct or indirect tensile tests have been used to evaluate the tensile strength of geomaterials. In this ...
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