ScholarWorks@Gachon: Mintaek, Yoo

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Mintaek, Yoo (유민택)

Engineering (Department of Civil & Environmental Engineering)

Research Area: 지반공학

Tel 031-750-5339
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Centrifuge test:5||Liquefaction:5||Numerical simulation:4||centrifuge test:4||Soilstructureinteraction:3||Scour:3||Finite difference method:3||Dynamic py curve:3||numerical analysis:3||Dynamic centrifuge test:3||signal analysis:2||1g shaking table test:2||Cyclic loading:2||Dynamic behavior:2||Railway embankment:2||Kinematic force:2||Excess pore pressure:2||1 g shaking table test:2||Subsea railway tunnel:2||Settlement:2||highspeed train:2||Dynamic py backbone curve:2||cyclic py curve:2||liquefaction:2||Natural frequency:2||seismic detection technology:2||Dynamic earth pressure:2||Corner reflector:1||Crack:1||Cyclic load:1||Cyclic py backbone curve:1||DInSAR:1||Damage state:1||Deformation monitoring:1||Dense sand:1||Displacement discontinuity:1||Dry Sand:1||Dynamic PY Backbone Curve:1||Dynamic analysis:1||Dynamic centrifuge tests:1||Dynamic group pile effect:1||Dynamic numerical analysis:1||Dynamic numerical modeling:1||Dynamic pmultipler:1||Dynamic pmultiplier:1||Dynamic response analysis:1||Dynamic soilpile interaction:1||Earthquake:1||Earthquake detection:1||Embankment:1||Excess pore water pressure:1||Expected damage ratio:1||Expected required recovery day:1||Experimental Dynamic PY Curve:1||Experimental py curve:1||Fly ash:1||GRPS embankment:1||Geosynthetic:1||Group pile foundation:1||HSSMALL:1||Highspeed railway:1||Honam highspeed railway:1||Impact load:1||Impact vibration test:1||Insitu test:1||InSAR:1||Inertia effect:1||Inertia force:1||Kinematic interaction:1||Large Diameter Soil Nailing System:1||Largescale:1||Lateral resistance:1||Laterally loaded pile:1||Load test:1||Loading history:1||Machine foundation:1||Machine learning:1||Mechanical vibration:1||Mode number:1||Model test:1||Moment:1||MononobeOkabe method:1||Monopile:1||NewType pile:1||Nondestructive test:1||Nonliquefiable layer thickness:1||Nonlinear dynamic numerical analysis:1||Normal fault:1||Numerical analysis:1||Numerical model:1||Optimum Spacing:1||Overturning:1||PHC pile:1||PLAXIS2D:1||PSInSAR:1||Parametric study:1||Particle size effect:1||Permutation importance:1||Pier safety:1||Pile:1||Pile foundation:1||Pile spacing:1||Pile supported slab track:1||PileSupported Embankment:1||Pilesupported slab track system:1||Pilesupported track system:1||Postgrouting:1||Principal stress rotation:1||Prototype abutment:1||Pseudo static analysis:1||PseudoStatic Analysis:1||Railroad public owner:1||Railway:1||Railway Embankment:1||Railway bridge pier:1||Railway bridge substructure:1||Railway infrastructure:1||Railway infrastructure maintenance:1||Recycled aggregate:1||Reliquefaciton:1||Remote sensing:1||Response dominant frequency:1||Retaining wall:1||Risk Assessment:1||Risk assessment:1||Risk assessment technique:1||Safety prediction:1||Scaling factor:1||Seismic:1||Seismic analysis of pile:1||Seismic design code:1||Seismic fragility function:1||Seismic load:1||Seismic loads:1||Seismic retrofit design:1||Shaking table test:1||Shallow foundation:1||Shield TBM:1||Shield tunnel:1||Short pile:1||Short time fourier transform:1||Site response analysis:1||Slope:1||Soft clay:1||Soil:1||Soilpile interaction:1||Soilstructure Interaction:1||Soilstructure interaction:1||Soilstructure interaction(SSI):1||Static load test:1||Static py curve:1||Subsidence detection:1||Support vector machine:1||Surcharge load:1||TALREN analysis Pseudostatic analysis:1||TALREN 해석:1||TerraSARX:1||Timeseries:1||Torsional shear test:1||Train:1||Transfer function:1||Transferred load:1||Tunnel:1||Underground structure:1||Wavelet transform:1||aftershock:1||bored pile:1||bridge response analysis:1||centrifuge shakingtable test:1||coastal embankment:1||complex terrain:1||cyclic lateral load:1||cyclic lateral loading:1||damage index:1||deep learning:1||deep underground building structures:1||dense sand:1||doublesided solarmoduleintegrated sound barrier wall structure:1||drilled shaft:1||dynamic behavior:1||dynamic behavior evaluation:1||dynamic py backbone curve:1||dynamic py curve:1||earthquake:1||earthquake awareness:1||earthquake risk assessment:1||elastic modulus:1||equivalent loaddisplacement curve:1||excess pore pressure:1||existing sound barrier wall structure:1||frequency ratio:1||inertial force:1||jacked pile:1||kinematic force:1||load resistance factor design (LRFD):1||load transfer analysis:1||mode number:1||model track experiment:1||monopile:1||motion resistance:1||natural frequency:1||nondestructive test:1||numerical simulation:1||offroad tracked vehicle:1||offshore monopile:1||py curve:1||pile foundation:1||pile installation effect:1||pile interface:1||pile location within pile group:1||pile separation:1||pile spacing:1||prototype abutment:1||railway:1||railway safety:1||railway station:1||reliquefaction:1||resistance factor:1||scour:1||seismic response:1||seismic stability:1||similitude law:1||slip sinkage:1||soilpilestructure interaction:1||soilstructure interaction:1||stabilized pile:1||surcharge load:1||surface roughness length:1||topography:1||track system:1||typhoon wind field:1||underground structure:1||교각안전성:1||균열:1||내진 보강 설계:1||대구경 봉상보강재:1||등가정적해석:1||머신러닝:1||변위 불연속:1||보강재 최적 설치간격:1||복합지반:1||서포트 벡터 머신:1||순열중요도:1||쉴드TBM:1||안전성 예측:1||억지말뚝:1||예상복구시간:1||예상피해율:1||유한차분해석:1||정단층:1||주응력 회전:1||지진:1||지진하중:1||철도 발주처:1||철도 성토체:1||철도 시설물:1||터널:1||피해평가:1||해저철도 터널:1||1 g shaking table tests:1||1g shaking table test:1||1g Shaking table tests:1||1g 진동대 실험:1||3 Dimensional Numerical Analysis:1||3차원 수치해석:1||AI application:1||API py curve:1||Accumulated shear strain:1||Additional dynamic load:1||Arching effect:1||BIM raodmap:1||BIM strategy:1||BIM 도입전략:1||BIM 로드맵:1||BIM 정보관리시스템:1||BIMbased integrated information management system:1||Bearing capacity:1||Blast furnace slag:1||Bridge:1||CFD simulation:1||Caisson foundation:1||Centrifuge Test:1||Centrifuge model test:1||Centrifuge tests:1||Composite ground:1||

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