ScholarWorks@Gachon: Yeon, Jung Heum

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Yeon, Jung Heum (연정흠)

Engineering (Department of Civil & Environmental Engineering)

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Tel 031-750-5498
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Mechanical properties:4||Wetmix shotcrete:4||Strength:3||Thermal response:3||Admixtures:3||Pumpability:2||superabsorbent polymers:2||Setting shrinkage:2||internal curing:2||Shootability:2||mechanical properties:2||coefficient of thermal expansion:2||Crushed aggregate:2||Rheological properties:2||Autogenous shrinkage:2||Phase change materials:2||Polymer concrete:2||Continuously reinforced concrete pavement:1||Crack spacing:1||Crack width:1||Cracking:1||Creep:1||Curing temperature:1||Curling:1||Daily temperature variation:1||Deformability:1||Drying shrinkage:1||Durability:1||Earlyage volume stability:1||Elastic modulus:1||Filler type:1||Finite element analysis:1||Flexural fatigue life:1||Flow resistance:1||Freezethaw deterioration:1||Freezethaw deteriorations:1||Freezethaw resistance:1||Frost resistance:1||Ground granulated blast furnace slag:1||Groundgranulated blastfurnace slag:1||Heat of hydration:1||Highperformance wetmix shotcrete:1||Internal relative humidity:1||Isothermal calorimetry:1||Longterm performance:1||MMA monomer:1||Methacrylic acid:1||Methyl methacrylate:1||Microencapsulated phase change materials:1||Natural aggregate:1||Permeability:1||Punchout:1||Restrained stress:1||Rheology:1||Rolling dynamic deflectometer:1||SBRmodified cementitious mixtures:1||Service life prediction:1||Set time:1||Shooting:1||Shrinkage cracking:1||Shrinkage reduction agent content:1||Silica fume:1||Spacing factor:1||Spalling:1||Specific surface area:1||Stress level:1||Stressstrain relation:1||Superabsorbent polymers:1||Torque viscosity:1||Twoparameter Weibull distribution:1||UP resin:1||Unsaturated polyester:1||Unsaturated polyester polymer concrete:1||Unsaturated polyester resin:1||Wetmix shotcrete mixture:1||Zerostress temperature:1||absorption:1||acrylic polymer concrete:1||applications:1||autogenous shrinkage:1||bond strength:1||coating thickness:1||composites:1||crosslinking agent:1||crosslinking density:1||crushed aggregate:1||curing temperature:1||desorption:1||dimensional stability:1||drying shrinkage:1||flow resistance:1||internal relative humidity:1||mineral admixtures:1||modulus of elasticity:1||mortar:1||particle size:1||polymer cement slurry:1||polymercement ratio:1||promoter:1||pumpability:1||resins:1||setting time:1||shootability:1||strength:1||torque viscosity:1||wetmix shotcrete:1||working life:1||도장두께:1||부착강도:1||폴리머 시멘트 슬러리:1||3D additive construction:1||폴리머 시멘트비:1||Acrylic polymer concrete:1||Adiabatic temperature rise:1||Aggregate gradation:1||Air content:1||Airentraining agent:1||Airvoid characteristics:1||Airvoid structure:1||Airfield jointed concrete pavement:1||Carbonation resistance:1||Chloride diffusion resistance:1||Chloride ion penetration resistance:1||Coefficient of thermal expansion:1||Compressive strength:1||Concrete pavement:1||Concrete slab:1||Continuous deflection profile:1||

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1342, Seongnam-daero, Sujeong-gu, Seongnam-si, Gyeonggi-do, Republic of Korea(13120)031-750-5114

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