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    Empirical Bearing Capacity Formula for Steel Pipe Prebored and Precast Piles Based on Field Tests 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 009:;page 04021165-1
    Author(s): Sangseom Jeong; Dohyun Kim; Jongjeon Park
    Publisher: ASCE
    Abstract: In this study, analysis of real-scale field pile loading test results on 20 fully instrumented steel pipe test piles will be carried out, to propose a modified empirical formula to estimate the bearing capacity of the steel ...
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    Wedge Failure Analysis of Soil Resistance on Laterally Loaded Piles in Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2011:;Volume ( 137 ):;issue: 007
    Author(s): Youngho Kim; Sangseom Jeong; Sungjune Lee
    Publisher: American Society of Civil Engineers
    Abstract: A fundamental study of pile-soil systems subjected to lateral loads in clay soil was conducted by using experimental tests and a lateral load-transfer approach. The emphasis was on an improved wedge failure model developed ...
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    Analytical Method for Load-Transfer Characteristics of Rock-Socketed Drilled Shafts 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 006
    Author(s): Hoonil Seol; Sangseom Jeong; Sunghan Cho
    Publisher: American Society of Civil Engineers
    Abstract: The load-settlement behavior of rock-socketed drilled shafts under axial loading is investigated by a load-transfer approach. Special attention is given to the shear load-transfer function and an analytical method for ...
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    Behavior of Weathered Soil under Combined Undrained Cyclic-Monotonic Loading 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 004:;page 04021026-1
    Author(s): Mohammed-Aslam Abdul-Khader; Sangseom Jeong
    Publisher: ASCE
    Abstract: Liquefied soils are considered as soils devoid of any strength or having only limited strength. Post-liquefaction shear behavior of soil before the drainage of excess pore pressure is important in predicting the immediate ...
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    Shear Load Transfer Characteristics of Drilled Shafts in Weathered Rocks 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 011
    Author(s): Sooil Kim; Sangseom Jeong; Sunghan Cho; Innjoon Park
    Publisher: American Society of Civil Engineers
    Abstract: The load distribution and deformation of drilled shafts subjected to axial loads were evaluated by a load-transfer approach. The emphasis was on quantifying the load-transfer mechanism at the interface between the shafts ...
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    Lessons Learned from Field Monitoring of Instrumented Piled-Raft Bearing in Rock Layer 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 008
    Author(s): Yanghoon Roh; Garam Kim; Incheol Kim; Jinoh Kim; Sangseom Jeong; Junhwan Lee
    Publisher: American Society of Civil Engineers
    Abstract: Piled rafts are increasingly used for various structures due to the enhanced load-carrying capabilities of raft and piles combined as a single structural unit. In this study, an experimental testing program using a full-scale, ...
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