ScholarWorks@Korea University: LEE, Woo jin

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LEE, Woo jin (이우진)

College of Engineering (School of Civil, Environmental and Architectural Engineering)

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Tel 02-3290-3319
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Compression index:10||Cementation:7||CPT:6||Consolidation test:5||DMT:5||Constrained modulus:5||Unconfined compressive strength:4||Probabilistic method:4||dilatometer test:4||Variogram:4||Ordinary kriging:4||Electrical conductivity:4||Cone resistance:4||Consolidation settlement:4||layer detection:3||electrical resistivity:3||Small strain shear modulus:3||Fly ash:3||Hydraulic conductivity:3||Reconstituted clay:3||Loss function:3||Maximum shear modulus:3||Cone tip resistance:3||Kriging:3||Indicator kriging:3||Crossvariogram:3||Secondary compression:3||Particle size:3||Porosity:3||Dilatometer modulus:3||Cokriging:3||Local uncertainty:3||Coefficient of variation:3||cone tip resistance:3||Natural clay:3||compression index:2||Engineering properties:2||FBG sensor:2||비파괴시험:2||Stress history:2||calcium bentonite:2||Constant head test:2||small strain stiffness:2||Energy transfer ratio:2||Horizontal stress index:2||Size ratio:2||Variability:2||Reuse of waste materials:2||Surface conduction:2||peak friction angle:2||Settlement:2||PVD:2||Kriging with a trend:2||Shear wave velocity:2||unconfined compressive strength:2||Formation factor:2||Inherent soil variability:2||Vertical drain:2||Optimal estimate:2||Stiffness:2||Red mud:2||Sand:2||관입시험:2||다짐:2||Characteristic value:2||particle crushing:2||temperature compensation:2||relative density:2||polyacrylamide:2||cemented sand:2||vertical drain:2||N value:2||Geostatistics:2||Standard penetration test (SPT):2||Compaction:2||atrest coefficient of earth pressure:2||state parameter:2||Volume fraction:2||remolded clay:2||radial consolidation:2||Temperature compensation:2||Consolidation:2||Permeability:2||stress history:2||Simple kriging:2||liquefaction:1||Prefabricated board drain:1||Temperature effec:1||CPTu:1||Penetration Resistance:1||consolidation:1||pore pressure dissipation:1||Undrained shear behavior:1||standard penetration test:1||crushable Jeju sand:1||fiber Bragg grating:1||Shearwave velocity:1||압축파:1||정지토압계수:1||ILLICON:1||fiber bragg grating:1||Probability distribution model:1||Cone penetration tests:1||간극수압 소산:1||effective radius:1||Pwave:1||Radial consolidation:1||Extreme void ratio:1||Magnesia:1||Mixed soils:1||Dilatometer test (DMT):1||Mobilized undrained shear strength:1||Spatial uncertainty:1||Cone penetrometer:1||Soil box:1||Probability density function:1||penetration test:1||elastic wave:1||Cone penetration test:1||Dilatometer test:1||Shear modulus:1||Soft soils:1||deposition intensity:1||critical state parameter:1||elastic moduli:1||field test:1||현장실험:1||small strain shear modulus:1||Geotechnical variability:1||Clays:1||Decementation:1||Rigidsoft particle mixtures:1||Interface detection:1||Layer detection:1||Liquefaction:1||Miniature cone:1||Stressstrain:1||hydraulic conductivity:1||particle breakage:1||Small strain stiffness:1||Reinforced fly ash:1||iron content:1||volcanic beach sand:1||공학적 특성:1||모형토조:1||Smear:1||stress level:1||moisture content:1||fiber optic sensor:1||rainer system:1||Anisotropy:1||Confidence interval:1||탄산염 제주해사:1||입자파쇄:1||shear wave:1||전단파:1||간극비:1||딜라토미터:1||Injection pressure:1||Well resistance:1||Pore filling:1||curing time:1||Time dependency:1||Hyperbolic model:1||specific surface:1||fines content:1||organosilane:1||Inorganic polymer:1||constrained modulus:1||K0 consolidatedundrained triaxial compression test:1||등급 외 플라이애쉬:1||Digital linescan camera:1||Dynamic Cone Penetrometer (DCP):1||Sandy soil:1||Geostatistical simulation:1||Temperature effect:1||Penetration test:1||MultiGaussian approach:1||Stress level:1||compaction:1||탄성파:1||cone resistance:1||Inverse distance weighting method:1||탄성계수:1||상태정수:1||MicroCone penetrometer:1||miniature cone:1||calibration chamber:1||상대밀도:1||Doublecore PBD:1||Statistical analysis:1||마이크로콘:1||온도보상:1||Busan clay:1||현장 속도 프로브:1||Ground earth anchor:1||Pullout resistance:1||Expansive soil:1||microcement:1||ground response analysis:1||amplification factor:1||Thermal conductivity:1||microfine cement:1||maximum shear modulus:1||shear wave velocity:1||Controlled low strength material (CLSM):1||Portland cement:1||sandclay mixed soil:1||Geosynthetics:1||Discrete fibers:1||Compressibility:1||Sandclay mixed soil:1||Clay fraction:1||High CaO fly ash:1||consolidation test:1||Laboratory tests:1||Soil Stiffness Gauge (SSG):1||Sequential indicator simulation:1||Tip resistance:1||Nondestructive test:1||Jeju calcareous sediment:1||Conditional cumulative distribution function (ccdf):1||porosity:1||vibrating table test:1||overconsolidated sand:1||kaolin:1||interfine void ratio:1||Fiberreinforced sand:1||Pore water conduction:1||landfill cover system:1||Modified Archie's equation:1||Onepart alkali activated material:1||Field vane test (FVT):1||저강도 유동화 채움재:1||지오폴리머:1||자체 경화성:1||Controlled Low Strength Material (CLSM):1||Constant head permeability test:1||soilwater characteristic:1||calcareous Jeju sand:1||첨두마찰각:1||Consolidation rate:1||응력이력:1||largescale consolidometer:1||prefabricated vertical drain:1||gypsum content:1||Singlecore PBD:1||Cohesion intercept:1||다층지반탐지:1||Statistical estimation:1||Rigidsoft particles:1||Large cemented specimen:1||earthquake:1||Backfill:1||Foam:1||pH:1||Conductive CLSM:1||Copper slag:1||Cemented sand:1||Synthetic fibers:1||Kaolinite:1||artificial waterrepellent clay:1||Nonclassified fly ash:1||Archie’s equation:1||Remolding:1||Indicator approach:1||K0 estimation:1||critical state:1||Deformation modulus:1||load bearing capacity:1||penetrometer scale:1||Mixtures:1||Calibration chamber:1||In situ test:1||Shear waves:1||drop height:1||Probabilistic analysis:1||전기비저항:1||고결모래:1||석고함유율:1||vertical effective stress:1||Coefficient of variation (COV):1||Small strain modulus:1||Initial zero reading:1||Micro cone:1||Cone factor:1||yield stress:1||grouting:1||relative breakage:1||overconsolidation ratio:1||cementation:1||Gypsum:1||contact angle:1||고칼슘 플라이애쉬:1||Geopolymer:1||Selfcementation:1||sedimentation state:1||Hammeranvil motion:1||Secondary impact:1||void ratio reduction:1||granular soil:1||Cross validation:1||한계상태정수:1||Cα/Cc:1||KD/K0:1||compressional wave:1||void ratio:1||Smallstrain shear modulus:1||콘관입시험:1||Undrained shear strength:1||압밀:1||유효 반경:1||Jacket anchor:1||Smear effect:1||Particle segregation:1||Soil liquefaction:1||Controlled lowstrength material:1||zeta potential:1||normally consolidated clay:1||minimum void ratio:1||crushed rock sand:1||Pore water conductivity:1||stiffness:1||water infiltration:1||soil disturbance:1||Consolidation settlement and time:1||Disturbance:1||nondestructive test:1||horizontal stress index:1||discharge capacity:1||well resistance:1||cone penetrometer:1||Koloading:1||porous plate:1||smear zone:1||미소변형 전단탄성계수:1||유효연직응력:1||Calcareous sand:1||Jeju sand:1||DMT indices:1||micro cone:1||FBG센서:1||Randomness:1||field velocity probe:1||Swave:1||Calibration Chamber:1||Uniformity:1||Refractories:1||hyperbolic mode:1||Microfine cement:1||

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