ScholarWorks@Kumoh: Han, Heui Soo

Detailed Information

Han, Heui Soo (한희수)

College of Engineering (건축토목환경공학부)

Research Area

Tel
E-mail
Homepage

ResearcherID ORCiD Scopus Google Scholar ID ResearchGate

Keyword

Slope:7||Particle crushing:5||Carbonate sand:5||Mooring line:4||Frost heave:4||Embankment:4||Hysteresis:4||Thawing:4||Sabkha:4||Kelvin model:4||Structural Analysis:3||Rainfall:3||Ground water level:3||유한요소해석:3||입자파쇄:3||탄산질 모래:3||사브카:3||Creep:3||Triaxial test:3||TDR:3||Finite Element Method:2||Pile Bent:2||Ideal body:2||Slope behavior:2||Finite element method:2||Cable:2||Slope stability:2||Fourier series:2||Differential analysis:2||Porous Rock:2||Laboratory slope model test:2||충수시험:2||동결:2||Ground Anchor:2||Centrifuge:2||it was found later that the chasing wires had a rather significant effect on the mooring line geometry and tension:2||Rainfall infiltration:2||Chain:2||Liquefaction:2||크리프:2||Arching effect:2||Tension wire:2||Tensionor friction or both. Any number of sinkers can also be added to the suspended portion of the mooring line within the water. Solutions can be obtained with a fixed total length of the moor:2||Terzaghi's earth pressure formula:2||Cohesive seafloor:2||비탈면:2||사면:2||파일벤트:2||Asymptote:2||Electric heater:2||사면안정:2||삼축압축시험:2||particularly on the mooring cable because of its thin cross s:2||Trafficability:2||Accumulative Displacement:2||River levee:2||Rock joint:2||함수비:2||3Dimensional Analysis:2||Beam deformation:2||SVR:2||Anchor:2||Hydrotest:2||slope stability:2||soft ground:2||3Degree Polynomial:2||연약지반:2||연약지반개량:2||Seafloor soildue to the applied load.However:2||열전달:2||strain distribution:2||Seepage:2||융해:2||Nanomaterial:2||Failure Prediction:2||강우:2||3차원 해석:2||IPM Bridge:2||Sensing line:2||Shallow tunnel:2||전기가열장치:2||Shear strength:2||Pilebent:1||Piping:1||Plastic Zone:1||Polynomial model:1||Porewater pressure:1||Predicted by seismic damage:1||Pullout Stability:1||Pullout behavior:1||Pullout safety factor:1||Pyroclastic rock:1||Rahmen Bridge:1||Rainfall intensity:1||Rate of secondary crushing compression:1||Real earthquake records:1||Realtime monitoring:1||Residual Load:1||Rheology Model:1||Ribbed Steel Strip:1||River:1||SOC시설물:1||SPT N Value:1||Sabkha soil:1||Sakurai’s case study:1||Saturation degree:1||Scanning Electron Microscope:1||Scouring:1||Seepage analysis:1||Seepage line:1||Seismic Capacity:1||Seismic Vulnerability:1||Seismic analysis:1||Sensing:1||Sintering:1||Slab Bridge:1||SlipLine Method:1||Slope failure:1||Slope model:1||Soft Ground Improvement:1||Soft ground improvement:1||Soil Heating:1||Soil Improvement:1||Steel Pipe Pile:1||Stress path:1||Structure Analysis:1||Sumgol:1||Surface displacement:1||Swelling:1||TDR Sensor:1||TDR Sensors:1||TDR sensor:1||TDR sensors:1||TDR센서:1||Terzaghi’s Earth Pressure:1||Thermal Diffusion:1||Thermal behavior:1||Trial embankment:1||True Mechanically Stabilized Earth Wall Abutment:1||Tunnel:1||Tunnel Load:1||Tunnel Model Experiment:1||Tunnel Support:1||Tunnel construction management plan:1||Tunnel deformation:1||Undrained direct shear test:1||Unsaturated permeability:1||Unsaturated soil:1||Unsaturated zone:1||Uplift Force:1||Volumetric water content:1||Water Level:1||Water content:1||Water content ratio:1||Weak zone:1||Weathered Granite Soil:1||Weathering:1||XRay Flourescence Spectrometry:1||XRays Diffraction:1||X선 형광분석:1||X선 회절분석:1||acceleration data:1||active zone:1||average index of difference in settlement:1||average of relative difference in settlement:1||average settlement difference index:1||baseline correction:1||behavior analysis:1||conversion method:1||creep:1||data scaling:1||data split ting:1||displacement coordinate system:1||displacement path:1||displacement predicting:1||embankment:1||ground stability:1||highrise building:1||hydraulic well:1||hyperbolic method:1||kmeans clustering:1||k평균 군집분석:1||largescale test:1||levee stability:1||life cycle cost analysis (LCCA):1||machine learning:1||measurement data:1||monitoring system:1||municipal solid waste incineration (MSWI) bottom ash (BA):1||national river levee stability system:1||numerical analysis:1||py analysis:1||py 해석:1||pavement:1||piping:1||recycled asphalt shingle (RAS):1||recycled concrete aggregate (RCA):1||reinforceing pile:1||relative settlement behavior:1||rence index:1||retaining wall:1||river levee safety evaluation system:1||seepage analysis:1||settlement:1||shaking table test:1||sigmoid function:1||slope diffe:1||soil temperature distribution:1||staged fill:1||surface settlement data:1||surface settlement gauge:1||temperature:1||강관말뚝:1||강우강도:1||강우침투:1||거동분석:1||겉보기 탄성계수:1||결합해석:1||계측:1||계측데이터:1||고성토사면:1||고속도로:1||교각:1||교대:1||구조해석:1||국가하천 제방안정성 평가체계:1||기울기 차이 지수:1||나노물질:1||내진성능:1||누적변위:1||다공질암:1||단계성토:1||데이터 분할:1||데이터 스케일링:1||마이크로웨이브 오븐:1||머신러닝:1||모관흡수력:1||모니터링 시스템:1||모형사면:1||모형제방:1||미분방정식:1||변위 경로:1||변위 예측:1||변위 좌표계:1||보 변형:1||분포형 TDR:1||불포화토:1||불포화투수계수:1||비배수 직접전단시험:1||사례연구:1||사면 거동:1||사면붕괴:1||상대적 침하 거동:1||선형열원 모델:1||선형열원모델:1||세굴:1||소결:1||수치해석:1||스웰링:1||시그모이드 함수:1||시험방법:1||시험성토:1||실내 사면모형실험:1||실시간 모니터링:1||쌍곡선법:1||아칭효과:1||암반 절리면:1||압밀:1||약액주입:1||억지말뚝:1||열적 거동:1||열확산:1||온도:1||응력경로:1||응력분포:1||응력이력현상:1||이력현상:1||이상물체:1||일체식 교대 교량:1||장기변형 특성:1||저토피 터널:1||전기가열기:1||전단강도:1||점근선:1||제방:1||제방 안전성:1||주사전자현미경:1||주행성:1||지반가열:1||지반가열공법:1||지반개량:1||지반안정:1||지표변위:1||지표침하계:1||지표침하판:1||지하수위:1||체적함수비:1||최소근입깊이:1||취약대:1||측방유동:1||침윤선:1||침투:1||침투능:1||침투량:1||침투해석:1||침하:1||켈빈 모델:1||켈빈모델:1||콘 관입시험:1||터널 지보재:1||터널모형실험:1||터널변형:1||터널시공관리 방안:1||테르자기 토압공식:1||토압분리형 일체식 교대 교량:1||파괴예측:1||파이핑:1||팽창성:1||평균 침하량 차이 지수:1||평균변위차지수:1||평균상대변위차:1||평균상대침하량차:1||평균침하량차지수:1||포장:1||포화도:1||푸리에 시리즈:1||풍화:1||하천제방 안전도 평가체계:1||한계변형율:1||해성점토:1||현장계측:1||화강풍화토:1||화산쇄설암:1||화학적 풍화지수:1||훼손:1||3D analysis:1||흙막이 벽체:1||3차방정식:1||Abutment:1||Abutment Shape:1||Accumulated infiltration:1||Allowable Displacement:1||Apparent young’s modulus:1||Arching Effect:1||Average index of different displacement:1||Backfills:1||Blockage:1||Bridge Behavior:1||CPT:1||Chemical Weathering Index:1||Cone penetrometer:1||Consolidation:1||Consolidation test:1||Contact Pressure:1||Critical strain:1||Degree of saturation:1||Design Truck Load:1||Difference of average relative displacement:1||Dilatancy:1||Distributed TDR:1||Earthquake:1||Earthquake Return Period:1||ElasticPlastic Theory:1||Electric Heating Equipment:1||Electric heating equipment:1||Embankment damage:1||Empirical Bayesian Kriging:1||Evaporation:1||Experiment method:1||FBG sensor:1||Finite Element Analysis:1||Foundation:1||Geosynthetics:1||Ground Heating Method:1||Ground improvement:1||Groundwater:1||Groundwater Level:1||Growth model:1||Heat Transfer:1||Heat transfer:1||Height Of Ground:1||High Landfill Slope:1||Highway:1||Horizontal Displacement:1||Horizontal drain:1||Hybrid analysis:1||Hyperbolic Model:1||IAB Bridge:1||IAB bridge:1||IPM bridge:1||Inextensional steel reinforcements:1||Insitu sensing:1||Infiltration capacity:1||Inverse Distance Weighting Method:1||Jeju 2nd airport:1||Landslide:1||Lateral Displacement:1||Lift Off Test:1||Line Source Model:1||Linear Source Model:1||LoadElastic Displacement Curve:1||Longterm deformation characteristics:1||MSEW Abutment:1||Management Standard:1||Marine clay:1||Matric suction:1||Mechanically Stabilized Earth Wall:1||Mechanically stabilized earth wall abutment:1||Microwave oven:1||Minimum penetrated depth:1||Model embankment:1||Multichannel Analysis Of Surface Waves:1||Numerical analysis:1||PET mat:1||PP mat:1||Phreatic line:1||Pier:1||Pile bent:1||

STATISTICS: Total View:; Daily View:

RSS_1.0 RSS_2.0 ATOM_1.0

350-27, Gumi-daero, Gumi-si, Gyeongsangbuk-do, Republic of Korea (39253) 054-478-7170

Certain data included herein are derived from the © Web of Science of Clarivate Analytics. All rights reserved.
You may not copy or re-distribute this material in whole or in part without the prior written consent of Clarivate Analytics.

Detailed Information

Keyword

BROWSE