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    Effects of Supersingle Tire Loadings on Pavements 

    Source: Journal of Transportation Engineering, Part A: Systems:;2005:;Volume ( 131 ):;issue: 010
    Author(s): Daehyeon Kim; Rodrigo Salgado; Adolph G. Altschaeffl
    Publisher: American Society of Civil Engineers
    Abstract: Due to their efficiency and economy, supersingle tires have gradually been replacing conventional dual tires in the trucking industry. According to recent studies, supersingle tires generate much higher vertical contact ...
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    Postconstruction Evaluation of Subgrades Chemically Treated with Lime Kiln Dust 

    Source: Journal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 007
    Author(s): Chulmin Jung; Antonio Bobet; Nayyar Zia Siddiki; Daehyeon Kim
    Publisher: American Society of Civil Engineers
    Abstract: An extensive field investigation was carried out to determine the properties of subgrade soils treated with lime in pavements that had been in service for at least five years. Six sites were selected for the field tests. ...
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    Closure to “Load Testing of a Closed-Ended Pipe Pile Driven in Multilayered Soil” by Daehyeon Kim, Adriano Virgilio Damiani Bica, Rodrigo Salgado, Monica Prezzi, and Wonje Lee 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 010
    Author(s): Rodrigo Salgado; Daehyeon Kim; Monica Prezzi; Adriano Virgilio Damiani Bica; Wonje Lee
    Publisher: American Society of Civil Engineers
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    Viscoelastic Analysis of Constant Creep Tests on Silicate-Grouted Sands at Low Stress Levels 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 009
    Author(s): Jong Ryeol Kim; Heebog Kang; Daehyeon Kim; Yonghee Lee; Soung Won Hwang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the mechanical properties of silicate-grouted sands subjected to creep loadings at low stress levels. Uniaxial compressive tests were performed in order to determine the stress levels of constant creep ...
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    Load Testing of a Closed-Ended Pipe Pile Driven in Multilayered Soil 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 004
    Author(s): Daehyeon Kim; Adriano Virgilio Bica; Rodrigo Salgado; Monica Prezzi; Wonje Lee
    Publisher: American Society of Civil Engineers
    Abstract: Piles are often driven in multilayered soil profiles. The accurate prediction of the ultimate bearing capacity of piles driven in mixed soil is more challenging than that of piles driven in either clay or sand because the ...
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    Evaluation of In Situ Modulus of Compacted Subgrades Using Portable Falling Weight Deflectometer and Plate-Bearing Load Test 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 006
    Author(s): Jong Ryeol Kim; Hee Bog Kang; Daehyeon Kim; Dal Su Park; Woo Jin Kim
    Publisher: American Society of Civil Engineers
    Abstract: In order to evaluate material characteristics (in situ modulus) of well-compacted subgrades, the portable falling weight deflectometer (PFWD) test, which simulates dynamic loads, was adopted. The falling energy was assumed ...
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