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    Effect of Secondary Impacts on SPT Rod Energy and Sampler Penetration 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 003
    Author(s): Changho Lee; Jong-Sub Lee; Shinwhan An; Woojin Lee
    Publisher: American Society of Civil Engineers
    Abstract: This paper explores the standard penetration test (SPT) hammer-anvil behavior and investigates the effect of secondary impact on SPT energy and sampler penetration. It is observed that the hammer-anvil behavior after the ...
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    Steady-State and Transient Performance Modeling of Smart UAV Propulsion System Using SIMULINK 

    Source: Journal of Engineering for Gas Turbines and Power:;2009:;volume( 131 ):;issue: 003:;page 31702
    Author(s): Jayoung Ki; Changduk Kong; Changho Lee; Seonghee Kho
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Because an aircraft gas turbine operates under various flight conditions that change with altitude, flight velocity, and ambient temperature, the performance estimation that considers the flight ...
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    Characteristics of Rubber-Sand Particle Mixtures according to Size Ratio 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 004
    Author(s): Changho Lee; Q. Hung Truong; Woojin Lee; Jong-Sub Lee
    Publisher: American Society of Civil Engineers
    Abstract: In this study, rubber-sand particle mixtures are investigated to understand their stress-deformation and elastic modulus characteristics. Specimens are prepared with various size ratios, sr
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    Penetration Type Field Velocity Probe for Soft Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): Jong-Sub Lee; Changho Lee; Hyung-Koo Yoon; Woojin Lee
    Publisher: American Society of Civil Engineers
    Abstract: The assessment of the shear stiffness of dredged soft ground and soft clay is extremely difficult due to soil disturbances caused during sampling and field access. Several in situ methods such as spectral analysis of surface ...
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    Time-Dependent Variations of Compressive Strength and Small-Strain Stiffness of Sands Grouted with Microfine Cement 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author(s): Boyoung Yoon; Woojin Lee; Changho Lee; Hyunwook Choo
    Publisher: ASCE
    Abstract: Unconfined compressive strength (qucs) and maximum shear modulus (Gmax), which are essential properties of grouted sands for quality control and stable design, exhibit a nonlinear behavior with curing time that makes it ...
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