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    Enhancing Pullout Load Capacity of Helical Anchor in Clay with Adjusted Load Application Point under Inclined Loading Condition 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 010:;page 04022075
    Author(s): Jiyeong Lee; Junhwan Lee
    Publisher: ASCE
    Abstract: In this study, the effect of load application point (zp) on the load capacity (Qu) of helical anchors under inclined loading condition was investigated. For this purpose, coupled Eulerian-Lagrangian finite element analyses ...
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    Penetrometer-Based Assessment of Spudcan Penetration Resistance 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 006
    Author(s): Junhwan Lee; Mark Randolph
    Publisher: American Society of Civil Engineers
    Abstract: Estimation of spudcan penetration resistance is an important design step to guarantee the stability and functionality of offshore mobile jack-up units. Dependence on in situ penetrometer test data to evaluate the stratigraphy ...
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    Uplift Load-Carrying Capacity of Single and Group Micropiles Installed with Inclined Conditions 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 008
    Author(s): Doohyun Kyung; Junhwan Lee
    Publisher: American Society of Civil Engineers
    Abstract: In this study, the uplift load-carrying capacity of micropiles was investigated, focusing on the effect of various installation conditions including installation angle (θ), spacing (S), and group configuration. For this ...
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    Effect of Soil Parameters on Elastic Characteristics of Subgrade Materials 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 004
    Author(s): Jongwan Eun; Junhwan Lee
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, state-dependent elastic characteristics of granular subgrade materials were investigated, assuming various field conditions. For this purpose, a series of resonant column tests were conducted. The test ...
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    Estimation of Bearing Capacity of Circular Footings on Sands Based on Cone Penetration Test 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author(s): Junhwan Lee; Rodrigo Salgado
    Publisher: American Society of Civil Engineers
    Abstract: In the present paper, the estimation of limit unit bearing capacity
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    Closure to “Estimation of Bearing Capacity of Circular Footings on Sands Based on Cone Penetration Test” by Junhwan Lee and Rodrigo Salgado 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author(s): Junhwan Lee; Rodrigo Salgado
    Publisher: American Society of Civil Engineers
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    Estimation of Footing Settlement in Sand 

    Source: International Journal of Geomechanics:;2002:;Volume ( 002 ):;issue: 001
    Author(s): Junhwan Lee; Rodrigo Salgado
    Publisher: American Society of Civil Engineers
    Abstract: The settlement of foundations under working load conditions is an important design consideration. Well‐designed foundations induce stress‐strain states in the soil that are neither in the linear elastic range nor in the ...
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    Effects of Surface Roughness on Lateral Load–Carrying Capacities of Piles Embedded in Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 008
    Author(s): Garam Kim; Kyungwon Ham; Junhwan Lee
    Publisher: ASCE
    Abstract: In this study, the effect of pile surface roughness on the lateral load–carrying behavior of piles embedded in sand was investigated. Centrifuge tests were conducted on various model piles with different degrees of surface ...
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    Resistance Factors for LRFD of Laterally Loaded Drilled Shafts in Sands Characterized for Transmission Line Structures 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 005:;page 04021017-1
    Author(s): Garam Kim; Dongwook Kim; Junhwan Lee
    Publisher: ASCE
    Abstract: In this study, the resistance factors (RF) in the load and resistance factor design (LRFD) for the drilled-shaft foundation of transmission line structures subjected to lateral loads were investigated. Various load test ...
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    Enhanced Data Utilization Approach to Improve the Prediction Performance of Groundwater Level Using Semianalytical and Data Process Models 

    Source: Journal of Hydrologic Engineering:;2022:;Volume ( 027 ):;issue: 010:;page 04022021
    Author(s): Incheol Kim; Junhwan Lee
    Publisher: ASCE
    Abstract: Methods for the estimation of groundwater level (GWL) are often based on knowledge- and data-based approaches, which are largely affected by the representativeness of input parameters and the quantity and quality of ...
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