ScholarWorks@Hanyang University: Ryou, Jae Suk

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Ryou, Jae Suk (유재석)

COLLEGE OF ENGINEERING (DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING)

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Tel 02-2220-0323
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Silicon carbide:5||Selfhealing:5||compressive strength:4||Workability:4||durability:4||sulfate attack:3||Metakaolin:3||hydration:3||Durability:3||fly ash:3||Compressive strength:3||mortar:3||Wheat straw ash:3||black tea waste:2||Recycled fine aggregate:2||Tablet:2||Tabletting:2||Filler:2||Accelerator:2||Thermal energy storage:2||coating:2||Mechanical properties:2||MgO:2||Paraffin wax:2||deterioration:2||drying shrinkage:2||replacement ratio:2||Waste concrete:2||Microstructure:2||setting time:2||Selfcleaning:2||Hybrid method:2||Watersoluble film:2||strength:2||XRD:2||Photocatalysis:2||Early strength:2||Mockup test:2||Granulation:2||Mortar:2||Powder:2||Interfacial transition zone:2||Sulfuric acid attack:2||Grinding:2||Cement mortar:2||Fire resistant mortar:1||Fireresistance:1||Flowability:1||Fouriertransform infrared spectroscopy:1||Frost resistance:1||GGBFS:1||Gaussian process regression:1||Gluconic acid:1||Granulated activator:1||Granulated healing material:1||Healing agents:1||Heat transfer:1||Highperformance concrete:1||Hot Weather Concrete:1||Hydration:1||Icemelting:1||Impregnation:1||Leaching:1||Lead:1||Lightburnt dolomite:1||Magnesium hydroxide:1||Mineral admixture:1||Mineral admixtures:1||Mockup Test:1||Mockup specimen:1||Mockup 부재:1||Nano silica:1||Nano titanium dioxide:1||Nanoparticles:1||PNS:1||PVA film:1||PVA film coating:1||PVAc:1||Pancoating method:1||Particle size:1||Particle size distribution:1||Phase change material:1||Phase change materials:1||Physical and mechanical property:1||Polymers:1||Polyvinyl acetate(PVAc):1||Polyvinyl alcohol (PVA):1||Pozzolanic activity:1||Pozzolanic reaction:1||Recycled aggregate:1||Replacement ratio:1||Retarder:1||SCC:1||SEM:1||SEMEDAX:1||SEMEDS:1||Scanning electron microscopy:1||Seawater environment:1||Selfcompacting concrete:1||Selfconsolidating concrete:1||Selfhealing approaches:1||Selfhealing capability:1||Sodium silicate Mortar:1||Sodium sulfate:1||Strength:1||Substitution:1||Sulfate attack resistance:1||Supplementary cementitious materials:1||Surface coating:1||Surface roughness:1||Temperature development:1||Thermal conductivity:1||Thermogravimetric analysis:1||Titanium dioxide:1||USV:1||Vickers microhardness:1||Waste materials:1||Water supply:1||Watersoluble PVA film:1||Watertightness:1||White Portland cement mortars:1||Xray diffraction:1||Zeolite aggregate:1||absorption:1||absorptivity:1||accelerator:1||activation:1||aircooled blast furnace slag aggregate:1||antiwashout:1||atomized slag:1||autogenous healing:1||autogenous shrinkage:1||batch and column tests:1||blast furnace slag:1||boron compound:1||cement:1||cementitious materials:1||chloride penetration:1||coated RCA (CRCA):1||cold weather concrete:1||corrosion potential:1||corrosion resistance:1||decalcification:1||early strength:1||ecofriendly concrete:1||electrochemical impedance spectroscopy:1||expansion:1||fiber:1||field test:1||fineness level:1||flexural strength:1||flow:1||granulation:1||gypsum formation:1||highstrength mortar:1||image stabilization:1||inspection:1||leaching:1||leak detection:1||lightburnt dolomite:1||limestone filler:1||microcrack:1||microcracks:1||microstructure:1||monitoring:1||nanoSiO2:1||nanosilica:1||nanotitanium dioxide:1||nanoparticles:1||particle size distribution:1||permeable reactive barrier:1||photocatalysis:1||photocatalytic mortars:1||pilotscaled test:1||polycarboxylate (PC) dispersant:1||rate of heat evolution:1||rebar:1||recycled coarse aggregate (RCA):1||recycled concrete powder:1||repair materials:1||selfhealing:1||separating grinding:1||setting:1||setting times:1||slag cement:1||smart sensor:1||sonar:1||steel rebar:1||superplasticizers:1||surface treatment:1||tablet:1||temperature effect:1||thermal neutron shielding performance:1||titanium dioxide:1||ultrasonic pulse velocity:1||underwater concrete:1||underwater infrastructure:1||waste concrete:1||water leakage:1||water reduction ratio:1||water supply:1||workability:1||건조수축:1||광물질 혼화재:1||글루코산염:1||급결제:1||미분말:1||복합공법:1||분산제 코팅:1||서중 콘크리트:1||수밀성능:1||순환잔골재:1||아크릴 코폴리머:1||압축강도:1||응결 시간:1||응결 지연제:1||자기충전 콘크리트:1||자기충전 콘크리트(SCC):1||정제화(Tabletting):1||조기 강도:1||친환경콘크리트:1||콜드조인트:1||타블렛(tablet):1||폐콘크리트:1||폴리비닐아세테이트:1||폴리비닐아세테이트(PVAc):1||한중 콘크리트:1||혼입률:1||AFt phases:1||휨강도:1||Acrylic copolymer:1||AirCooled Blast Furnace Slag fine aggregat:1||AirCooled Blast Furnace Slag fine aggregate:1||Aircooled blast furnace slag aggregate:1||Alkaliactivated slag:1||Aluminatebased accelerator:1||Aluminium hydroxide:1||Autonomic healing:1||BSEM:1||Bottom ash:1||C(3)A:1||C(4)A(3)(S)overbar:1||CAH:1||CKD:1||CSAbased expansive agent:1||Ca(OH)(2):1||CaCl2 deicer:1||Carbonation:1||Cement composite:1||Cementitious material:1||Cementitious materials:1||Chloride penetration:1||Chromium (III):1||Coated aggregate:1||Coated aggregates:1||Cold joint:1||Cold weather:1||Composite aggregate:1||Concrete:1||Crack:1||Crack closing:1||Cracks:1||Dispersingagent coating:1||Drying shrinkage:1||Durability property:1||EDS line analysis:1||EP nylon fiber:1||EP나일론 섬유:1||Earlyfrost:1||Electric stress:1||Electrical conductivity:1||Expansive agent:1||FFT analysis:1||FTIR:1||

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