ScholarWorks@Korea University: Yi, Chong Ku

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Yi, Chong Ku (이종구)

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

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Tel 02-3290-3329
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bond strength:3||Hwangtoh:3||XRD:3||lateral confining pressure:2||Acid treatment:2||Physical properties:2||Bacterial biomineralization:2||Expanded clay:2||Selfhealing concrete:2||Si29 solidstate NMR:2||Mortar:2||confined concrete:2||고강도콘크리트:2||Microwave curing:2||Alkali activation:2||bond failure surface:2||Compressive strength:2||mechanical properties:2||Bacterial spore:1||halfcell potential:1||Dimensional stability:1||Bond strength:1||박테리아 영양소:1||polymer binder:1||filler:1||Nuclear power plant:1||shielding effectiveness:1||metal fiber:1||Shielding effectiveness:1||Blast Furnace Slag:1||friction:1||heating system:1||geopolymerization:1||recycled aggregate concrete:1||유리섬유보강근:1||steel rebar:1||bacteria:1||Sand washing waste (SWW):1||Coating:1||Permeability experiment:1||Concrete:1||Ultrasonication:1||Setting Time:1||응결 시간:1||수화열:1||spacing factor:1||Glass powder:1||차폐효과:1||수축:1||균열잠재성:1||Highstrength Concrete:1||interlaminar failure ratio:1||Glass fibers:1||Debonding:1||cable:1||helically wrapped wire:1||황토:1||fiberreinforced polymer:1||deformability:1||Reinforced Concrete:1||glassfiberreinforced polymer bars:1||methylcellulose:1||Bioconcrete:1||Selfhealing:1||Flexural strength:1||Compressive Strength:1||Portland cement composite:1||epoxy resin mortar:1||Expansion:1||WGS:1||동슬래그:1||Metal fiber:1||고로슬래그:1||Glass fibre reinforced polymer bars:1||Fiber/matrix bond:1||박리제:1||adhesion:1||concrete:1||Cocultured bacteria:1||Bacteria:1||Bacteria Nutrients:1||Heat of Hydration:1||Waste glass sludge:1||모르타르:1||Electromagnetic wave:1||Copper slag:1||tensile cyclic loads:1||bond failure features:1||Surface treatments:1||helix geometry:1||microwave:1||지오폴리머 반응법:1||알칼리 자극제:1||Geoplymerization:1||Form Release Agents(FRA):1||high strength concrete:1||부착강도:1||Economical medium:1||Calcium carbonate precipitation:1||Cement paste:1||Waste management:1||Microwave:1||Setting time:1||electromagnetic wave:1||금속섬유:1||slip:1||hwangtoh:1||concrete cylinder:1||rebar ratio:1||부착파괴면:1||glass fiber:1||interfacial bond strength:1||selfhealing concrete:1||corrosion rate:1||prerust:1||reinforcement:1||Epoxy resin mortar:1||Spraydried bacteria:1||ASR:1||전자파:1||Potential for Cracking:1||압축강도:1||shear strength:1||Bond:1||철근 콘크리트:1||glass fiber reinforced polymer bars:1||fiber reinforced polymer:1||Calcium source:1||Radioactive waste:1||Epoxy mortar:1||Viability:1||Amorphous steel fiber:1||Embedment length:1||Pull out behavior:1||Industrial byproduct shrinkage:1||Pozzolanic reaction:1||cable bending:1||Alkali activator:1||steel spiral:1||spantodepth ratio:1||부착:1||numerical model:1||압축 강도:1||High strength concrete:1||Cracking potential:1||geometry:1||Shrinkage:1||concrete strength:1||interface/interphase:1||bondslip:1||cyclic loading:1||

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