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    Dependence of the Material Properties of Lightweight Cemented Soil on the Curing Temperature 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 007
    Author(s): Kwang-Suek Oh; Tae-Hyung Kim
    Publisher: American Society of Civil Engineers
    Abstract: Lightweight air-trapped cemented soils are prepared by mixing air bubbles and water with sand and cement. Inappropriate curing temperatures can negatively affect the properties of lightweight air-trapped soil (ATS); however, ...
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    Pollution Intrusion on Soil-Pavement System 

    Source: Journal of Transportation Engineering, Part A: Systems:;2004:;Volume ( 130 ):;issue: 004
    Author(s): Hsai-Yang Fang; John L. Daniels; Tae-Hyung Kim
    Publisher: American Society of Civil Engineers
    Abstract: The performance of both flexible and rigid pavement is a function of the constituent materials and their susceptibility to physical and chemical stress and degradation. To that end, specific phenomena that accompany and ...
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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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    Value Engineering for Roadway Expansion Project over Deep Thick Soft Soils 

    Source: Journal of Construction Engineering and Management:;2016:;Volume ( 142 ):;issue: 002
    Author(s): Tae-Hyung Kim; Hyun Woo Lee; Seok-Woo Hong
    Publisher: American Society of Civil Engineers
    Abstract: A roadway expansion that takes place on soft ground is susceptible to differential settlement because of the high consolidation of soft soils. Therefore, steps must be taken to lessen the risk of such settlement; yet, this ...
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    Tensile Strength of Unsaturated Sand 

    Source: Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 012
    Author(s): Ning Lu; Tae-Hyung Kim; Stein Sture; William J. Likos
    Publisher: American Society of Civil Engineers
    Abstract: A theory that accurately describes tensile strength of wet sand is presented. A closed form expression for tensile strength unifies tensile strength characteristics in all three water retention regimes: pendular, funicular, ...
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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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    Implementation of Noise-Free and Vibration-Free PHC Screw Piles on the Basis of Full-Scale Tests 

    Source: Journal of Construction Engineering and Management:;2013:;Volume ( 139 ):;issue: 008
    Author(s): Yongkyu Choi; Dong-Chol Kim; Sung-Soo Kim; Moon S. Nam; Tae-Hyung Kim
    Publisher: American Society of Civil Engineers
    Abstract: Noise and vibration caused by pile driving may disturb surrounding areas to the extent that nearby residents and businesses may file civil complaints, which can bring construction to a halt. To overcome these issues, ...
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