ScholarWorks@Hongik: Youn, Hee Jung

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Youn, Hee Jung (윤희정)

Engineering (Civil and Environmental Engineering)

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ABAQUS:5||Turbid water:4||Suction pile:3||수치해석:3||Sheet pile wall:2||Numerical analysis:2||Finite element analysis:2||Sliding failure:2||Pullout capacity:2||continuous deflection profile:2||Marl:2||Laterally loaded pile:2||rolling dynamic deflectometer:2||Finite difference method:2||MICP:2||Underwater visibility:2||Underwater construction:2||석션파일:2||sinkhole:2||Shear strength:2||Drainage:1||Drilled shaft:1||Dual rubber spring damper · Vibration control · Selfcentering:1||East Central Florida:1||Expansion rockbolt:1||Facility:1||Factor analysis:1||Falling weight deflectometer:1||Flagshaped behavior:1||French drain:1||GPR Acan data:1||Ground subsidence:1||Groundpenetrating radar:1||HDPE 표면처리 지오멤브레인:1||Health monitoring:1||Hydrogeological factor:1||Initial Delay:1||Initial Error:1||Interface shear strength:1||Internal friction angle:1||Karst:1||Large direct shear test:1||Lateral Soil Resistance:1||Laterally Loaded Pile:1||LiDAR:1||Maintenance:1||Marshall Flow:1||Marshall Stability:1||Monopile:1||NiTiNb alloy:1||Offshore Pile:1||Peel strength test:1||Pile Diameter:1||Pile Head:1||Pointbearing capacity:1||Precompression:1||Priority index:1||Prompt refinement:1||Pullout load:1||Pullout resistance:1||Recycled concrete aggregate (RCA):1||Reinforced concrete wall:1||Repair and reinforcement:1||Rock classification:1||Roundness:1||Rubber springs:1||SMA:1||SMA fibers:1||Scaling law:1||Selfcentering:1||Settlement scale ratio:1||Sinkhole:1||Slaking:1||Smart damper:1||Smooth geomembrane:1||Sphericity:1||Sporosarcina pasteurii:1||Stability chart:1||Staphylococcus saprophyticus:1||Static Load Test:1||Stress scale ratio:1||Strip model foundation:1||Subgrade resilient modulus (MR):1||Swelling:1||Textured geomembrane:1||The Tertiary Period:1||Tilting control:1||Uncertainty assessment:1||Underground cavity:1||Underground structure:1||Verification core hole:1||Water condition:1||Waterproofing:1||Waterstop:1||Weakly cemented sedimentary rock:1||Wear Volume Index:1||active confining pressure:1||analytical and experimental studies:1||bottom ash and fly ash:1||bridge collapse:1||bridge safety:1||buttfusion welded joint:1||calcite precipitation:1||cellulose fiber:1||cement and concrete:1||cement mortar:1||centrifuge test:1||claysand mixtures:1||collapsed settlement:1||composite bridge:1||concrete confinement:1||confinement ratio:1||covercollapse sinkhole:1||crack propagation:1||crackrepairing:1||cyclic lateral loading:1||cyclic py curve:1||data augmentation:1||data processing:1||deep learning:1||environmental isolates:1||flexural strength:1||fragility analysis:1||geotechnical engineering:1||groundpenetrating radar:1||groundwater:1||highdensity polyethylene (HDPE) pipe:1||hotmix asphalt:1||lap splice:1||leaching properties:1||logistic regression:1||material characterization:1||microbe:1||model test:1||municipal solid waste incineration (MSWI) ash:1||numerical methods:1||object detection:1||offshore monopile:1||optimal condition:1||py curve:1||py 곡선:1||passive resistance:1||pullout resistance:1||reclaimed asphalt shingle (RAS):1||redundancy:1||residual stress:1||road sinkhole:1||rock abrasion:1||rolling sensor:1||rotary abrasion test:1||seismic retrofit:1||shape memory alloys:1||static loading:1||steel wrapping jackets:1||stiffness ratio:1||subsurface void:1||toughness:1||ultimate capacity:1||urease activity:1||wear resistance:1||경계면 전단강도:1||널말뚝:1||대형직접전단시험:1||댐 시설물:1||말뚝 직경:1||매끈한 지오멤브레인:1||미고결 퇴적층:1||보수·보강:1||비화현상:1||수직도 제어:1||수침상태:1||신생대 제3기:1||안정성 도표:1||암반분류:1||우선순위지수:1||유지관리:1||유한차분법:1||인발지지력:1||전단응력 발현율:1||지반함몰:1||지중공동:1||파괴형상:1||팽윤현상:1||해상말뚝:1||횡방향 재하 말뚝:1||AASHTO MR equation:1||횡하중 재하말뚝:1||Accelerated calcite precipitation:1||Adhesive bonding:1||Anchor chain:1||Angle of repose:1||Automated code generation:1||B scan:1||Bearing capacity:1||Calcite precipitation:1||Carbon dioxide:1||Cavity detection:1||Centrifuge Model Tests:1||Centrifuge model test:1||ChatGPT:1||Concrete flow:1||Convolutional neural networks:1||DEM:1||Data Interpretation Methods:1||Deep learning:1||Developed side shear:1||

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