ScholarWorks@Gachon: Hong, Won Taek

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Hong, Won Taek (홍원택)

Engineering (Department of Civil & Environmental Engineering)

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Tel 031-750-5375
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Shear wave velocity:5||time domain reflectometry:3||Relative permittivity:3||Electromagnetic wave:3||Automated cone penetrometer:2||electrical resistivity:2||Railway subgrade:2||Dynamic penetration:2||transferred energy:2||NACP:2||active layer:2||Drilled shaft:2||EFWD:2||Elastic modulus:2||DCPI:2||Time domain reflectometry:2||dielectric constant:2||dynamic cone penetrometer:2||dynamic cone penetrometer (DCP):2||Ground penetrating radar:2||Crosshole sonic logging test:1||Crossholetype dynamic cone penetrometer:1||Curing process:1||Cyclic triaxial test:1||DCP:1||Deep neural network:1||Dust suppression:1||Dynamic cone resistance:1||Dynamic resistance:1||Electrical resistivity:1||Electrical resistivity tomography:1||Electromagnetic impedance:1||Embedded piles:1||End bearing capacity:1||Energy loss:1||Enzymeinduced carbonate precipitation:1||Extra target depth:1||FV integration method:1||Flexibility:1||Freeze thaw:1||Frozen sandsilt mixtures:1||GUPI (Guided wave Ultrasonic Propagation Imager):1||Ground cavity:1||Heat generation:1||Inclined base plate:1||Instrumented DCP:1||Instrumented dynamic cone:1||Lead solution:1||Leakage:1||Light falling weight deflectometer:1||Liquefaction resistance strength:1||MARSE energy:1||Maximum shear modulus:1||Microphone:1||Nondestructive method:1||Pwave:1||PEUPI (PulseEcho Ultrasonic propagation Imager):1||Patterned ground:1||Permafrost:1||Pile integrity test:1||Railway track substructures:1||Reflection coefficient:1||Repetitive plate loading test:1||SPT N value:1||Salinity:1||Shear strength:1||Silt fraction:1||Sinkhole:1||Slime:1||Sound waves:1||Stabilizing liquid:1||Standard penetration test:1||Static resistance:1||Stiffness:1||Stone circle:1||Strength index:1||Subgrade strength:1||Subsidence:1||Time domain reflectometer:1||Time domain reflectometry (TDR):1||Timedomain reflectometry (TDR):1||Transferred energy:1||Volumetric frozen water content:1||Volumetric water content:1||Wavelet transform:1||Wind tunnel test:1||automated dynamic cone penetrometer (ACP):1||cementation factor:1||coating:1||cone tip resistance:1||corrosion visualization:1||dynamic cone penetration index:1||dynamic penetration:1||dynamic resistance:1||energy correction:1||energy module:1||engineering parameter:1||extremely cold region:1||groundpenetrating radar (GPR):1||light falling weight deflectometer (LFWD):1||membrane:1||mini cone:1||nondestructive:1||penetration index:1||penetrometer:1||railway substructure:1||relative permittivity:1||saturation:1||shear modulus:1||soilwater characteristic curve:1||standard penetration test (SPT):1||static penetration:1||subgrade:1||time domain reflectometry (TDR):1||track substructures:1||unsaturated soils:1||volumetric pressure plate extractor:1||volumetric water content:1||water content:1||누수:1||매설관:1||시계열반사계:1||전자기파:1||Active layer:1||체적함수비:1||Agar gum:1||Arctic region:1||Bender elements:1||Biopolymer:1||Borehole:1||Bulk electrical conductivity:1||Buried pipe:1||CBR:1||Calibration chamber:1||California bearing ratio:1||Carbon fiber:1||Carbon nanotube:1||Cavity:1||Cement mortar:1||Cementitious grout:1||Coefficient of uniformity:1||Cone penetration test:1||Cone penetrometer:1||Crosssectional area:1||

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