ScholarWorks@Hanyang University: Lee, Sean Seung won

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Lee, Sean Seung won (이승원)

COLLEGE OF ENGINEERING (DEPARTMENT OF EARTH RESOURCES AND ENVIRONMENTAL ENGINEERING)

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Tel 02-2220-2243
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머신러닝:3||Ground investigation:3||Machine learning:3||LLB method:2||subcritical crack growth:2||Tunnel design:2||SVR:2||artificial neural networks:2||MSP method:2||터널설계:2||Bukit Timah granite:1||CAI:1||Coal mine drainage sludge coated polyurethane:1||Coconino sandstone:1||Column studies:1||Cycle time:1||DYNA6:1||EVA:1||Empty bed contact time:1||FEM (Finite Element Method):1||Geological condition beyond excavation face:1||Granular ferric hydroxide:1||Largediameter cuthole:1||MSP 공법:1||MWNTs:1||Methane:1||Multisetting smartinvestigation of the ground and prelarge hole boring (MSP):1||Multifunctional nanomaterial:1||NATM:1||NATM tunnel:1||NATM 터널:1||NTNU drill and blast model:1||NTNU estimation model:1||NTNU 예측모델:1||Nano detection:1||Nano quantification:1||Nanoenabled:1||Nanosensors:1||Peak particle velocity:1||Polysaccharidic wastes:1||Precast concrete segment lining:1||Rock classification:1||Rock mass class:1||Shield TBM tunnel:1||Standard of Construction Estimate:1||Steel fibre:1||Synthetic fibre:1||Syntrophy:1||TBM induced ground settlement:1||Transduction:1||Tunnel blast:1||Tunnel blasting:1||Tunnel excavation:1||Tunnel support:1||Vertical sagging:1||abrasiveness:1||advance rate:1||anthraquinone:1||blastinduced vibration:1||blastinginduced vibration:1||constant stressrate test:1||constitutive model equation:1||construction time:1||crack coalescence:1||custommade subroutine in a finitedifference code FLAC:1||cut blasting:1||cut blasting method:1||cut method:1||cyclic loading:1||deck charge blasting method:1||deep learning:1||disc cutter:1||discrete element analysis:1||equivalent rock mass quality:1||finite element method:1||haloquinones:1||large hole boring method:1||long shortterm memory (LSTM):1||machine data:1||mine subsidence:1||mine subsidence risk index:1||monotonic loading:1||numerical simulation:1||openpit blasting:1||peak particle velocity:1||prediction:1||pseudostatic:1||rheology:1||rock joint:1||rocklike material:1||seismic response:1||shaft lining:1||site factors K and m:1||slurry pipe:1||soilpile dynamic stiffness:1||soilstructure interaction:1||steel fibre reinforced concrete:1||stress corrosion:1||subsidence risk grade:1||tensile properties:1||thermal properties:1||time dependent deformation of shaley rock masses:1||timedependent deformation:1||timedependent deformation equation:1||timedependent strength:1||tunnel:1||tunnel blasting:1||tunnel boring machine (TBM) operation:1||tunnel excavation:1||tunnel support:1||uncharged hole:1||vertical alignment prediction:1||vinylation:1||wear:1||wear coefficient:1||강섬유:1||대구경 심발공:1||발파굴착터널:1||발파설계:1||사이클타임:1||쉴드TBM 터널:1||암반등급:1||암반분류:1||인공신경망:1||지반 탐사:1||지반조사:1||터널 발파:1||터널 전방 지질 예측:1||터널발파:1||터널지보:1||표준품셈:1||프리캐스트 콘크리트 세그먼트 라이닝:1||3D numerical simulation:1||합성섬유:1||ANN:1||Acetoclastic methanogenesis:1||Aluminum based adsorbent:1||Anaerobic digestion:1||Arsenate:1||Artificial neural networks:1||BaylisHillman reaction:1||Blast design:1||Boring data monitoring system:1||

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