ScholarWorks@Hanyang University ERICA Campus: Yoo, Han Kyu

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Yoo, Han Kyu (유한규)

COLLEGE OF ENGINEERING SCIENCES (DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING)

Research Area: 지반공학

Tel 031-400-5147
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지반손실률:5||tunnel support:4||변위:4||지반침하:4||Buried gas pipeline:4||Volume loss:4||Concrete lining:3||RMR:3||Q:3||콘크리트라이닝:3||numerical analysis:3||지반이완하중:3||Crown settlement:3||Vibration:3||Displacement:3||Preinsulated pipe:3||Rock load:3||천단침하:3||factor of safety:3||Debris Flow:2||Earthpressure:2||고강도 강관말뚝:2||Friction characteristics:2||Timehistory analysis:2||High insitu stresses:2||shear zone:2||Backfill material:2||터널굴착:2||극한지:2||토석류:2||slope stability:2||GIS:2||specific energy:2||파이프라인:2||permafrost:2||동토:2||pile driving:2||cutting volume:2||Vehicle loads:2||three layered pipeline:2||pipeline:2||Vibration criterion:2||Vibration velocity:2||분기터널:2||high strength steel pipe pile:2||precutting machine:2||한계변형률:2||숏크리트:2||tool forces:2||시공 매뉴얼:2||Stability analysis:2||실내모형시험:2||trench:2||attenuation ratio:2||안정성 평가:2||Jointed rock mass:2||linear cutting test:2||Atenuation law:2||Divergence tunnel:2||rock load:2||DB24:2||buried pipe:2||이중보온관:2||rockburst:2||SRF:2||Net protection system:1||Numerical modelling:1||Parallel tunnels:1||Particle Size Distribution:1||Pile driving:1||PreCutting:1||Precutting:1||Precutting method:1||Precutting 공법:1||Principal stresses:1||Railway load:1||Real terrain:1||Risk management:1||Rock burst:1||Sand Compaction Pile:1||Screen Spacing:1||Settlement:1||Settlement reduction ratio:1||Settlement trough:1||Shield TBM:1||Shotcrete:1||Soft ground:1||Soil properties:1||Steel rib:1||Steel sets:1||Strength:1||Strengthstress ratio:1||Stress:1||Stress Concentration Ratio:1||Stress adjustment factor:1||Stress transfer effect:1||Stress transfer ratio(e):1||Suction drain method:1||Support effect:1||Surfer(3D):1||Three layered pipeline:1||Tunnel enlargement:1||Tunnel lining:1||Underground conduit:1||Utility tunnel:1||Vacuum consolidation:1||allowable relaxed rock mass height:1||anchor capacity:1||back analysis:1||backcalculation:1||backfill material:1||borehole depth:1||borehole spacing:1||brake frame:1||buckling:1||building damage:1||centrifuge model test:1||composite ground:1||composite support:1||concrete lining:1||conical pick:1||convergence:1||correlation:1||cover depth:1||crack opening:1||cutting force:1||cutting tool:1||debris flow:1||deep tunnel:1||deep tunnels:1||design life:1||design of experiment:1||discrete element method:1||distance:1||drainage effects:1||durability test:1||dynamic numerical simulation:1||earthpressure:1||empirical classification:1||empirical classification systems:1||energy released:1||engineering properties:1||equivalent model:1||excavation:1||excavation machine:1||fatigue test:1||field test:1||final lining:1||finite element modeling:1||forepoling:1||fractured rock mass:1||fully grouted rock bolt:1||geogrid:1||geogrids:1||geosynthetic reinforcements:1||ground composition:1||ground load:1||ground settlement:1||groundwater depression:1||high in situ stresses:1||high stress:1||high stresses:1||impact energy:1||index and field exposure tests:1||inflection point:1||installation damage:1||leachate solutions:1||limitations:1||load bearing capacity:1||load sharing ratio:1||load transfer test:1||longterm creep deformation:1||longterm creep test:1||longterm design strength:1||longitudinal deformation profile:1||measurement data:1||mechanical excavation:1||mechanical properties:1||modulus ratio:1||multiarch tunnel:1||net protection system:1||nonopencut method:1||nonvibrational rock splitting method:1||optimal cutting condition:1||pile driveability:1||pile load test:1||pile reusage:1||pile structural capacity:1||polyester geogrid:1||polyester nonwoven geotextiles:1||polypropylene and polyester woven geotextiles:1||preinsulated pipe:1||primary supports:1||projectrelated features:1||pullout test:1||pullout tests:1||quasistatic load test:1||reduction factors:1||reinforcedearth wall system:1||representative elementary volume:1||rock bolt performance:1||rock cutting:1||rock load shape:1||rock loads:1||rock mass characterization and classification:1||rockmass properties:1||sand compaction pile method (SCP):1||seismic energy:1||serviceability:1||settlement:1||settlement reduction:1||settlement trough:1||shallow tunnel:1||shield TBM:1||shotcrete:1||shotcrete and steel lined:1||smalldiameter steel pipe piles:1||stability:1||standup time:1||stepped isothermal method:1||stress concentration ratio:1||stress increment factor:1||stress level:1||stress reduction factor:1||stress variable:1||structureproperty relations:1||support pressure:1||support system:1||tensile properties:1||threedimensional FE model:1||total reduction factor:1||tunnel:1||twin tunnel:1||unconfined compressive strength (UCS):1||underground multilevel crossing road construction method:1||utility tunnelshield TBMfullscale testtorque estimationcutterhead drive:1||visualization:1||volume loss:1||weatherability:1||weathered granite backfill soils:1||weightage:1||각변위:1||강도/응력비:1||강제변위:1||강지보:1||강지보재:1||경사각:1||경화특성:1||계측자료:1||공동구:1||공사기준:1||관로침하:1||관리기준:1||구조물 손상평가:1||굴착  폭:1||굴착길이:1||기존터널:1||네트형 방호시설:1||대단면 쉴드 TBM:1||대형토조실험:1||되메움 재료:1||말뚝 건전도:1||말뚝 재활용:1||발파:1||버트리스댐:1||변위조절모델:1||병렬터널:1||병목현상:1||브레이크 프레임:1||비개착:1||상관계수:1||설계기준:1||쉴드 TBM:1||스크린 간격:1||시공데이터:1||실대형 충격실험:1||실제지형:1||실험계획법:1||앵커 인장력:1||양측확폭:1||역해석:1||열차하중:1||외부하중:1||원심모형시험:1||응력:1||응력전이비(e):1||응력전이효과:1||이방성 암반:1||이방성 지수:1||입도분포:1||조기고강도 숏크리트:1||주응력:1||지반 이완하중:1||지보압:1||지보효과:1||지중매설관:1||진동:1||차집률:1||충격에너지:1||충격하중:1||측압계수:1||코드체계:1||터널 확폭:1||터널라이닝:1||토압:1||통합코드집:1||트렌치:1||편측확폭:1||표준화:1||피로실험:1||하부통과:1||하중 부담률:1||하중전이시험:1||하중지지력:1||한계전단변형률:1||항타관입성:1||허용 이완하중고:1||허용침하량:1||현장 시험:1||현장재하시험:1||확폭:1||1차지보재:1||확폭터널:1||3dimentional Effect factors:1||3D model:1||ABAQUS:1||Abnormal insitu stresses:1||Anchor Capacity:1||Anchor capacity:1||Angular distortion:1||Anisotropic index:1||Anisotropic rock:1||Area Replacement Ratio:1||Back analysis:1||Back calculation:1||Blade:1||Blast:1||Brake Frame:1||Brake frame:1||Buttress Dam:1||CBSRIB Structures:1||Capture Ratio:1||Composite Ground:1||Concrete&#8211:1||Construction field data:1||Control criteria:1||Conventional excavation:1||Correlation coefficient:1||Critical shear strain:1||Critical strain:1||Debris flow:1||Deep tunneling:1||Dip angle:1||Displacement control model:1||Driveability:1||Dynamic load test:1||EarlyHighStrength Shotcrete:1||Enlarged tunnel:1||Excavation sequence:1||Existing tunnel:1||External load:1||FLAC:1||FLAC 3D:1||Field measurements:1||Finite element method:1||Finite element modeling:1||First filling:1||Full Scale Impact Test:1||Fullscale impact test:1||GIS, FLAC 3D:1||GRLWeap:1||Geological anomaly:1||Ground resaturation:1||Ground settlement:1||Groundwater depression:1||Hardening characteristic:1||Headrace tunnel:1||High head power plant:1||High strength steel pipe pile:1||Impact Energy:1||Impact Load:1||Insitu stress ratio:1||Inflection point:1||Large box model test:1||Moment:1||Monitoring:1||Net Protection System:1||

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