CAU Scholar's Space: Han, Jung Geun

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Han, Jung Geun (한중근)

공과대학 (건설환경플랜트공학)

Research Area: 건설환경플랜트공학

Tel 02-820-5255
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Reinforced earth wall:10||Cavity:9||Pullout test:4||Batch test:4||Pullout resistance:4||Remediation:4||Geogrid:4||Geosynthetic strip:4||Steel strip reinforcement:4||Relaxation zone:4||Connection strength:3||Finite element analysis:3||Bearing capacity:3||Copper:3||Adsorption:3||wettability:3||AHP:3||Heavy metal:3||Nanobubble:3||lowmeltingpoint alloy:3||Field test:3||Soil remediation:2||Bearing resistance:2||Forced displacement:2||Hydrogen nanobubble:2||Pouch:2||Feldspar:2||Gasoline engine:2||Hydrophobic:2||Transverse member:2||Rainfall:2||Mortar:2||mechanical property:2||Dewatering method:2||numerical analysis:2||Nanobubble:2||Geosynthetics:2||Reinforcing method:2||Wall facing:2||Numerical analysis:2||coalescence:2||CFW(Carbonized Foods Waste):2||LCA:2||Ground Subsidence:2||Empirical formula:2||Lab. test:2||Seepage analysis:2||Ground reinforcement:2||BIM:2||Column test:2||Ground subsidence:2||Permeable reactive barrier (PRB):2||Slope stability:2||Phenanthrene:2||Cutslope:2||tinbismuth:2||fluxing capability:2||visual monitoring system:2||Soft ground:2||Empirical lateral pressure:1||End bearing:1||Enhancer:1||Evaluation method:1||Excavation:1||Extensible characteristic:1||External and internal stability:1||Facing block:1||Factor of safety:1||Feldspar Mortar:1||Feldspar fine aggregates:1||Feldspar mortar:1||Filled material:1||Filling System:1||Fine contents:1||Finite Element Analysis:1||Finite difference element:1||Finite element method:1||Finiteelement analysis:1||Flow characteristics:1||Fly ash landfill:1||Foods scrap ash (FSA):1||Foundation:1||Front displacement:1||Geosynthetic strip reinforcement:1||Global stability:1||Granular compaction pile:1||Graphene oxide:1||Ground Reinforcement:1||Ground deformation:1||Ground movements:1||Ground settlement:1||Ground sink:1||Groundwater:1||Heavy metal contaminations:1||Heavy metal pollution:1||Heavy metals:1||Hydration:1||Hydrogen:1||Hydrogen NanoBubble:1||Hydrogen NanoBubble Water:1||Hydrogen nanobubble water:1||Hydrogengasoline blend:1||IShape Plate:1||Itype connection device:1||Improvement:1||In situ:1||Installation damage:1||Instrumentation:1||Interaction factor:1||Interference factor:1||LCA (life cycle assessment):1||LLDPE:1||Lab. Test:1||Laboratory test:1||Large diameter pile:1||Largescale modular block:1||Lifeline:1||Limit excavation depth:1||Liquid index:1||Load transfer:1||Longterm design tensile strength:1||Longitudinal member:1||Loosened area:1||Mechanical strength:1||Micro pile:1||Microcone:1||Microfludics:1||Microfluidics:1||Model test:1||Modified fomula:1||Monitoring system:1||Multiple contamination grounds:1||N value:1||Nanobubble stability:1||Nanobubble water:1||Nanobubbles:1||Overall stabilizing:1||Overconsolidation ratio(OCR):1||PEG:1||PH:1||PH change:1||PHC:1||PRB:1||PRB(Permeable Reaction Barrier):1||PVP:1||Passive Resistance:1||Passive resistance:1||Permeable reactive barrier:1||Petrocokes ash:1||Pile length ratio:1||Polarity reversal:1||Pollutants removal:1||Pollution Index(PI):1||Polymer:1||Polymer Pouch:1||Porous Feldspar:1||Porous feldspar:1||Preference level:1||Pullout Resistance:1||Quad flat package (QFP):1||Rainfall effect:1||Reduction ratio:1||Reinforced Retaining Wall:1||Reinforced slope:1||Reinforced soil:1||Reinforced soil retaining wall:1||Reinforced soil wall:1||Reinfroced earth wall:1||Relative density:1||Relaxation region:1||Replacement depth:1||Return Mapping:1||Rounded band anchor:1||SOC 시설물:1||SRW:1||Seasonal Water Pollution:1||Seepage:1||Seepage pressure:1||Seismic risk assessment:1||Shear Strength:1||Shear stress:1||Shear stress reduction ratio:1||Side Planning:1||Skin friction:1||Slope stability effects:1||SnBi:1||SnIn:1||SnZnBi solder:1||Social overhead capital:1||Steel Pile:1||Steel strip:1||Stony mountain:1||Strain distribution:1||Surcharge load:1||Surfactants:1||Talc:1||Thermal Conductivity:1||Tiered wall:1||Traffic load:1||Trichloroethylene(TCE):1||Tunnel:1||Ultrasonic Wave:1||Underground water level:1||Visual monitoring system:1||Water pipe:1||Water pollution:1||Weight value:1||Weight value Preference level:1||Workability:1||Zinc(II):1||activation:1||bearing bond coefficient:1||cement mixture:1||compressive strength:1||conductive adhesive:1||contamination source:1||contentbased retrieval:1||curing behaviors:1||cutslope:1||digital terrain:1||earthretaining wall:1||effect factors:1||elastic wave exploration (EWE):1||electrical resistivity:1||electrically:1||energy saving concrete:1||environment cost:1||environment load:1||environmental load:1||epoxy:1||epoxy resin:1||epoxy terminated siloxane:1||excavation:1||fluxing capacity:1||fracture mode:1||functionalized graphene:1||geographic information system (GIS):1||geometry design method:1||geotechnical structure:1||global slope failure:1||graphene oxide:1||hydrogeological features:1||hydrogen nanobubble water (HNBW):1||hysteresis model:1||image retrieval:1||inextensible reinforcement:1||interference:1||intermetallics:1||isotropic conductive adhesive:1||largescale pullout test:1||lifecycle assessment:1||mass curve calculation:1||measurement:1||mechanical strength:1||multimedia database:1||multiple regression analysis:1||occurrence time:1||oil leakage:1||pH:1||pollution:1||polymer blend:1||porous feldspar:1||pull strength:1||pullout resistance:1||quad flat package (QFP):1||reduction rules:1||reinforced earth wall:1||reinforced retaining wall:1||reinforced soil wall:1||reinforcing method:1||residual stress:1||routing computation:1||selforganized interconnection:1||slope stability analysis:1||solubility:1||spatial relationship:1||steel pipe members:1||substitute material:1||surcharge load:1||thermal conductivity:1||thermal shock:1||threedimensional digital photogrammetry:1||tiered reinforced soil wall:1||tiered wall:1||topographical and rainfall features:1||tunnel structure:1||viscosity:1||water quality:1||water soluble polymer:1||watertightness:1||weld metal:1||welded joint:1||welded member:1||zetaPotential:1||가중치:1||강관파일:1||계절별 수질오염:1||동전기토목섬유:1||변형특성:1||보강공법:1||생물학적 오탁지표:1||선호도:1||수변계획:1||수치지형:1||압밀:1||연성해석:1||연약지반:1||옹벽겸용 흙막이벽:1||유한요소해석:1||전기삼투:1||절토사면:1||지리정보체계:1||추적산정:1||탄성파탐사:1||탈수:1||터널시설물:1||3D digital photogrammetry:1||토적계산:1||3D measurement:1||AC pavement:1||APTMSsGO:1||Acceleration factor:1||Analytical technique.:1||Anchored retention wall:1||Application:1||Architectural heritage:1||Artificial Displacement:1||Biological Index of Pollution:1||CO2 Reducing:1||Carbon reduction:1||Carbonized food waste (CFW):1||Carbonized foods waste:1||Carbonized foods waste (CFW):1||Characteristic behavior.:1||Cohesionless soil:1||Collapse:1||Collapsing:1||Combustion characteristic:1||Combustion characteristics:1||Compacted layer:1||Competitive adsorption:1||Compression strength:1||Compressive Strength:1||Compressive strength:1||Compulsory replacement:1||Cone penetration test:1||Connection system:1||Consolidation:1||Construction Material:1||Contaminated soil:1||Contamination analysis:1||Copper(II):1||Coupled Analysis:1||Creep:1||Cupper desorption:1||Deflection Characteristics:1||Deformation behavior:1||Degree of interference:1||Developed quarry:1||Dewatering:1||Digital photogrammetry:1||Discrete element method:1||Displacement measuring:1||Disturbance region:1||Durability:1||E/K:1||Earth retaining wall and retention wall:1||Earthquake zone:1||EcoFriendly Mortar:1||Effect factor:1||ElectroOsmosis:1||Electrode exchange:1||Electrokinetic:1||Electrokinetic (EK):1||Electrokinetic geotextile:1||Electrokonetic (EK):1||

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