ScholarWorks@Hanyang University: Choo, Hyunwook

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Choo, Hyunwook (추현욱)

COLLEGE OF ENGINEERING (DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING)

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Electrical conductivity:7||Hydraulic conductivity:4||Maximum shear modulus:4||Porosity:4||Shear wave velocity:3||Repetitive loading:3||Unconfined compressive strength:3||Applied stress:2||calcium bentonite:2||Surface conduction:2||maximum shear modulus:2||Compressibility:2||microfine cement:2||Fly ash:2||compression index:2||Compression index:2||unconfined compressive strength:2||Thermal conductivity:2||polyacrylamide:2||dilatometer test:2||Particle size:2||Tire chip:2||Pore water conduction:2||Rigidsoft particulate mixture:2||Microfine cement:2||Stiffness:2||Constrained modulus:1||Controlled low strength material (CLSM):1||Convolutional neural network:1||Copper slag:1||Creep:1||Crushability:1||Cutoff frequency:1||Degree of saturation:1||Deposition profile:1||Discrete fibers:1||Dynamic cone penetration test:1||Elastic wave velocity:1||Electrical conductivity equation:1||Electrical double layer:1||Electrical resistivity:1||Energy dissipation:1||Expansive soil:1||Fiberreinforced sand:1||Geostatistical method:1||Geosynthetic clay liner:1||Geosynthetics:1||Graphite:1||Gravel:1||Gypsum:1||Hyperbolic model:1||Infinite slope stability model:1||Iron oxide:1||Kaolinite particles:1||KozenyCarman equation:1||Magnesia:1||Mineral coating:1||Mixed soils:1||Modified Archie’s equation:1||Organoclay:1||Packing density:1||Particle breakage:1||Particle shape:1||Particle transport:1||Particlelevel analysis:1||Partitioning:1||Percolation theory:1||Percolation threshold:1||Plastic strain:1||Pore filling:1||Pore fluid concentration:1||Pore fluid type:1||Pore water conductivity:1||Portland cement:1||Quaternary ammonium cations (QACs):1||Raindrop splash:1||Recovered carbon black:1||Refractories:1||Relative breakage:1||Relative density, Particle size:1||Reuse of waste materials:1||Rigidsoft mixture:1||SPT:1||Safety factor:1||Sand–clay mixture:1||Sand particle size:1||Sensitivity:1||Series parallel model:1||Shear strength:1||Size ratio:1||Slope stability:1||Small strain shear stiffness:1||Small strain stiffness:1||Soil improvement:1||Sorptivity:1||Steel slag:1||Stepwise regression:1||Structural skeleton:1||Suction pressure:1||Surface conductivity:1||Swelling pressure:1||Swelling process:1||Swelling strain:1||Temperature compensation parameter:1||Thermal needle probe test:1||Threshold finer fraction:1||Time dependency:1||Tire chip content:1||Unburned carbon content:1||Unconfined compressive strength (UCS):1||Undrained shear behavior:1||Unsaturated soils:1||Vertical stress:1||Water/Cement ratio (W/C):1||cement stabilization:1||cementation:1||cemented sand:1||compressive strength:1||constrained modulus:1||crushed rock sand:1||curing time:1||discrete element method:1||dissolution:1||dynamic cone penetration test:1||earth pressure at rest (K0):1||electrical resistivity:1||erosion rate:1||fines content:1||graphical bilinear method:1||grouting:1||hydraulic conductivity:1||hydraulic conductivity (k):1||hyperbolic mode:1||interfine void ratio:1||kaolin:1||microcement:1||minimum void ratio:1||normally consolidated clay:1||overconsolidated sand:1||overconsolidation ratio:1||pH:1||particle breakage:1||particle size:1||polymer:1||polyurethanecoated glass beads:1||pore structure:1||porosity:1||recovered carbon black:1||relative breakage:1||rubbersand mixture:1||s equation:1||sand:1||sandclay mixed soil:1||seismic survey:1||shear wave velocity:1||small strain stiffness:1||soil depth:1||soluble mixtures:1||specific surface:1||surface modification:1||threshold kinetic energy:1||timedistance curve:1||unconfined compression test:1||vibrating table test:1||yield stress:1||zeta potential:1|| 반복하중:1||강성연성 혼합토:1|| 최대전단탄성계수:1|| 타이어칩:1|| 하중전달 구조:1||Aggregation:1||Archie&apos:1||Barrier:1||Bender element:1||Binary mixture:1||Biomass:1||Bottom ash:1||Breakthrough curves:1||Brutsaert model:1||Calcareous sand:1||Cementstabilization:1||Cementation:1||Cemented sand:1||Clay water content:1||Clayey sand:1||Clayey soils:1||Collapse potential:1||Compacted bentonite:1||Compaction pile:1||Compressional wave velocity:1||Conductive CLSM:1||Constant head test:1||

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