ScholarWorks@SUNGKYUNKWAN UNIVERSITY: LEE, KWANG MYONG

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LEE, KWANG MYONG (이광명)

Graduate School of Water Resources

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Selfhealing:6||Service life:4||Crack:4||무시멘트 콘크리트:4||투수시험:3||Durability:3||Ground granulated blast furnace slag:3||고로슬래그 미분말:3||Water permeability test:3||자기치유:3||압축강도:3||concrete:3||Surface coating:2||Calcium carbonate:2||탄산칼슘:2||Mortar:2||Corrosion:2||Curing:2||Cementless concrete:2||Shrinkage:2||균열:2||Chloride:2||모르타르:2||Internal curing:2||Autogenous shrinkage:2||Compressive strength:2||GGBFS:2||알칼리 활성화제:2||Concrete:2||selfhealing:2||자기수축:2||Cyclic constitutive relation:1||Cyclic fiber bridging relation:1||Durability design:1||ECC:1||Elastic compatibility:1||Elastic modulus of aggregate:1||Electrical migration–diffusion test:1||Expansive additive:1||FAbased geopolymer:1||Fiber reinforced cementitious composites:1||Fick&apos:1||Flexural performance:1||Fly ash:1||Freezingthawing action:1||Gas diffusion coefficient:1||Healing performance:1||High performance concrete:1||Hydration products:1||IESASW method:1||Ignition loss:1||Inorganic reactive powder:1||Interfacial transition zone (ITZ):1||Kvalue:1||Longterm durability:1||Mesoscale analysis:1||MgO:1||Microstructureanalysis:1||Monte Carlo Simulation:1||Ms (SiO2/Na2O):1||Na2O content:1||Nominal shear strength:1||Numerical modeling:1||OCP:1||Pwave velocity:1||Parametric Modeling:1||Particle size:1||Performance evaluation:1||Permeability coefficient:1||Permeability test:1||Photocatalysis:1||Pore distribution:1||Pore structure:1||Porosity:1||Precast concrete:1||Prediction model:1||RC member:1||Recycling:1||Reinforcing steel:1||Reliability index:1||Repair mortar:1||Resistance against chloride ion attack:1||Resistance against sulfate attack:1||Rhodobacter capsulatus:1||SASW method:1||Selfhealing additives:1||Setting time:1||Sewage concrete:1||Shear behavior:1||Shrinkage reducing agent:1||SiO2/Na2O:1||SlipForm:1||Sodium sulfate solution:1||Solid capsules:1||Stabilization/solidification:1||Steadystate migration:1||Steam curing:1||Strength:1||Sulfate attack:1||Sulfate ion:1||Tailings from tungsten mine waste (TTMW):1||Temperature:1||Titanium dioxide nanotube:1||UHPC:1||UPV:1||Unhydrated cement:1||Water content:1||Water flow test:1||Watercement ratio:1||Workability:1||alkali activator:1||bridges:1||cementitious materials:1||chloride ingress:1||concrete structures:1||construction:1||corrosion monitoring:1||cover depth:1||crack:1||crack width:1||damage:1||debonding:1||engine:1||flexural behavior:1||fly ash (FA):1||gas diffusion:1||impact echo:1||impactecho method:1||interface element:1||microcapsule:1||mortar:1||nonlinear finite element analysis premature failure:1||performance evaluation:1||permeability test:1||pulse velocity measurement:1||s second law:1||secondary crack prevention:1||selfhealing protective coating:1||strain compatibility condition:1||strengthening:1||stress wave:1||water flow:1||고로 슬래그:1||공극 구조:1||공칭전단강도:1||균열폭:1||내구성:1||내부양생:1||동결융해:1||미수화시멘트:1||변형률 적합조건:1||시멘트 복합체:1||알칼리 활성 슬래그 모르타르:1||양생조건:1||염소이온 침투:1||염소이온 침투 저항성:1||유출수량:1||인공경량골재:1||장기 내구성:1||전단거동:1||증기양생:1||프리캐스트 콘크리트:1||황산나트륨 용액:1||황산염 침투:1||황산염 침투 저항성:1||Accelerated corrosion test:1||휨거동:1||Activator concentration:1||Activity index:1||Aggregate shape:1||Alkali Activated Slag Mortar:1||Alkali activated slag concrete:1||Alkali activator:1||Alkaliactivator:1||Anatase TiO2:1||Artificial lightweight aggregate:1||Assessed Pozzolanicactivity Index (API):1||Autogenous Shrinkage:1||BIM (Building Information Modeling):1||Cement paste:1||Cement zero concrete:1||Cementbased composites:1||Cementitious materials:1||Chloride diffusivity:1||Chloride ion attack:1||Chloride penetration:1||Clinker binder and aggregate:1||Compressive Strength:1||Concrete structure:1||Coulomb criterion:1||Cover depth:1||Crack healing:1||Crack width estimation:1||Cracked concrete:1||Cracked specimen:1||Critical chloride content for corrosion of reinforcing steel:1||Curing condition:1||

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(03063) 25-2, SUNGKYUNKWAN-RO, JONGNO-GU, SEOUL, KOREAsamsunglib@skku.edu

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