ScholarWorks@Korea University: LEE, Jong Sub

Detailed Information

LEE, Jong Sub (이종섭)

College of Engineering (School of Civil, Environmental and Architectural Engineering)

Research Area

Tel 02-3290-3325
Homepage

ResearcherID ORCiD Scopus Google Scholar ID ResearchGate

Keyword

Shear wave velocity:17||Electrical resistivity:16||Shear strength:12||Shear waves:11||electrical resistivity:9||Porosity:9||Direct shear test:8||Dissolution:7||동결토:6||Shear wave:6||Stiffness:6||전단강도:6||Void ratio:6||전기비저항:6||DEM:6||Time domain reflectometry:6||전단파:6||Cone tip resistance:6||Compressional waves:5||CPT:5||Ground penetrating radar:5||Unconfined compressive strength:5||consolidation:5||Wavelet transform:5||Elastic modulus:5||Field test:5||Shear modulus:5||Fabric:5||Frozen soils:4||DMT:4||cone tip resistance:4||직접전단실험:4||stiffness:4||Compressional wave velocity:4||Electromagnetic wave:4||Elastic wave velocity:4||일축압축강도:4||유동성 채움재:4||Soluble mixtures:4||transferred energy:4||Compressibility:4||압축파:4||compressibility:4||Ultrasonic waves:4||shear wave:4||Dynamic cone penetrometer:4||Degree of saturation:4||Silt fraction:3||liquefaction:3||압밀:3||void ratio:3||Cavity:3||Size ratio:3||Slime:3||Electrical conductivity:3||Internal friction angle:3||Monopile:3||Relative permittivity:3||Scour:3||시간영역반사법:3||Elastic waves:3||Calibration chamber:3||Frozen soil:3||Grouted ratio:3||dynamic cone penetrometer:3||세굴:3||Resonant frequency:3||Deep marine sediment:3||포화도:3||electromagnetic wave:3||CLSM:3||전단파 속도:3||temperature compensation:3||Penetration test:3||layer detection:3||Electrical resistance:3||Mineralogy:3||모노파일:3||Numerical simulation:3||elastic wave:3||Nondestructive testing:3||Permittivity:3||Transferred energy:3||Permeability:3||Cohesion:3||Curing time:3||Consolidation:3||Densification:3||Anisotropy:3||Dielectric constant:3||Garga:2||Guided waves:2||Thermal conductivity:2||아터버그 한계:2||waterrepellent soil:2||Microstructure:2||온도보상:2||액상화:2||calibration chamber:2||Flowable fill:2||Rock bolt:2||direct shear test:2||Pwave:2||shear modulus:2||shear strength:2||Soil freezing:2||삼축압축실험:2||온도변화:2||Guided ultrasonic waves:2||고유주파수:2||laboratory tests:2||wenner array:2||preconsolidation stress:2||Reflection:2||resonant frequency:2||Bosscher et al. 1997:2||embedded pile:2||Bender elements:2||Dynamic cone penetration index:2||relative permittivity:2||Dynamic cone resistance:2||active layer:2||Bulk modulus:2||Subgrade:2||전자기파:2||염수:2||Cone penetrometer:2||dynamic cone penetrometer (DCP):2||Fourier transform:2||TDR:2||strength:2||Layer detection:2||Elastic wave amplitude:2||유도초음파:2||Field Velocity Probe:2||Force chain:2||Soluble particle:2||Volume fraction:2||field test:2||Preconsolidation stress:2||Percolation:2||Lee et al. 1999:2||Soil nail:2||Accelerometer:2||Leakage:2||Saline water:2||Active layer:2||양생시간:2||shear waves:2||Unsaturated soils:2||Temperature compensation:2||Atterberg limits:2||waves and wave loading:2||Coordination number:2||Constraint modulus:2||Compressive strength:2||End bearing capacity:2||Heavy metal:2||DCP:2||Unfrozen water:2||Unsaturated soil:2||frozen soils:2||Error norm:2||spatial variability:2||wavelet transform:2||FBG sensor:2||Natural frequency:2||capillary pressure:2||cementation:2||Volumetric frozen water content:2||nondestructive evaluation:2||cone penetrometer:2||dynamic response:2||Instrumented dynamic cone penetrometer:2||time domain reflectometry:2||Nondestructive method:2||Light falling weight deflectometer:2||Bender element:2||탄성파 속도:2||Monitoring:2||Strength parameter:2||공진주파수:2||Energy velocity:2||Energy loss:2||Temperature change:2||Koloading:2||Threshold strain흙과 혼합하여 고속도로 건설 시 성토재 또는 경량 뒷채움재 등으로의 활용성이 연구 되어 왔다(Ahmed and Lovell 1993:2||dynamic resistance:2||threshold fines fraction:2||Expansion:2||Drilled shaft:2||Embedded piles:2||내부마찰각:2||Thawing:2||Volumetric water content:2||Bored pile:2||탄성파 진폭:2||porosity:2||Signal processing:2||Cementation:2||Engineered soils:2||Longitudinal wave:2||Dynamic penetration:2||점착력:2||Directivity:2||동적 콘 관입지수:2||Conductivity:2||Theoretical method:2||모니터링:2||In situ test:2||Mixtures:2||Discontinuity:2||Crossholetype dynamic cone penetrometer:2||Maximum shear modulus:2||누수:2||Flow value:2||engineering properties:2||dynamic penetration:2||Group velocity:2||Fines fraction:1||stress dependence:1||subsurface characterization:1||Rice husk ash:1||Instrumented DCP:1||강도:1||Time Domain Reflectometry Penetrometer (TDRP):1||Reflection coefficient:1||Time Domain Reflectometry:1||Strain gauge:1||도로함몰:1||Far field:1||이상구간:1||unsaturated soils:1||smallstrain stiffness:1||static penetration:1||track substructures:1||양생 시간:1||유전율:1||Dynamic load test:1||Preboring piles:1||ultrasonic reflection:1||Compressional wave:1||Toe quake:1||WEAP:1||구속조건:1||콘 관입시험:1||마찰저항력:1||비파괴 실험:1||초음파:1||Montmorillonite:1||impact energy:1||초음파 스캐닝:1||XRD:1||Resonant frequencies:1||압밀지수:1||와이파이:1||표면장력:1||Square array:1||wettable soil (IGC: D6/E13):1||biomass:1||계절적 온도 변화:1||minicone:1||용해성 입자:1||온도보정:1||stressstrain response:1||compressional wave:1||Atterberg limit:1||간극률:1||콘관입시험:1||diffraction healing:1||유효 반경:1||cavity:1||cavity detection:1||static load test (SLT):1||tensile stressstrain curve:1||Large and small strains:1||Natural Frequency:1||Controlled lowstrength material:1||field velocity resistivity probe (FVRP):1||Graindisplacive:1||Unconfined compressive behavior:1||nondestructive testing method:1||Coefficient of uniformity:1||Mountain Ground:1||Time domain reflectometer:1||Frozen sandsilt mixtures:1||earth pressure at rest (K0):1||soluble mixtures:1||Bridge:1||Electromagnetic Wave:1||Slake durability index:1||Shear box system:1||Rheology:1||Viscosity:1||Residual shear strength:1||Plastic viscosity:1||volumetric pressure plate extractor:1||표토층 두께:1||토석류:1||Ice lens:1||Safety factor:1||frozen soil:1||shear:1||Crack density:1||DCPI:1||시간영역 반사법:1||Loose layer:1||sandrubber mixture:1||strain level:1||transition:1||Corrected cone tip resistance:1||Sandsilt mixture:1||동결융해:1||Shear wave tomography:1||Geotechnical property:1||Ulleung Basin:1||nondestructive methods:1||웨이브렛 변환:1||연직변위 허용조건:1||실내 압밀 실험:1||비표면적:1||입도분석:1||투수계수:1||Compression index:1||Specific surface:1||Particle size distribution:1||fabric/structure of soils:1||Bluetooth:1||Wireless monitoring system:1||블루투스:1||유효측정범위:1||정사각형 전극배열:1||동상민감성:1||부동수분:1||hydrophobic soil:1||compressed air energy storage:1||fabric change:1||Archie&apos:1||용해:1||입자조직:1||관입 실험:1||small strain stiffness:1||mineralogy:1||Energy transfer ratio:1||smear zone:1||reflection method:1||micro cone:1||FBG센서:1||roughness mobilization:1||anisotropy:1||electrical resistance:1||field velocity probe:1||Swave:1||Calibration Chamber:1||elastic shortening:1||multiple liquefaction:1||Admixture:1||automated dynamic cone penetrometer (ACP):1||microphone:1||stress restoration:1||Consolidation test:1||end bearing capacity:1||inclined base plate:1||numerical analysis:1||Microphone:1||Extra target depth:1||deformation:1||conditional tabular generative adversarial network (CTGAN):1||time domain reflectometer (TDR):1||freezingthawingrepetitive loading:1||Foam grout:1||Arctic region:1||Large circular steel pipe cofferdam:1||관입형 TDR:1||Strength:1||Pile integrity test:1||Nondestructive method:1||Soil nail integrity:1||Electromagnetic impedance:1||hydraulic conductivity (k):1||Fine particle migration:1||플로우 값:1||urban area:1||도심지:1||Direct shear apparatus:1||Early age:1||Ulleung Island:1||volcanic soil:1||동적콘관입시험:1||debris flow:1||Controlled low strength material:1||활동층:1||Controlled Low Strength Material (CLSM):1||natural frequency:1||BiotGassmann model:1||Salt cementation:1||원추관입저항력:1||인공동결공법:1||실트함량:1||Transmission method:1||EDS:1||무선 모니터링 시스템:1||겉보기 점착력:1||동결:1||입자:1||geothermal:1||wave energy:1||Rod connection:1||Transmission:1||원추관입력:1||수치해석:1||elastic waves:1||largescale consolidometer:1||prefabricated vertical drain:1||defect ratio:1||Archie’s law:1||다층지반탐지:1||roughness parameter:1||pixel representation:1||sonication:1||Rigidsoft particles:1||skin friction distribution:1||Elasticity:1||underestimation of roughness:1||bender elements:1||freezethaw cycle:1||light falling weight deflectometer (LFWD):1||flexibility:1||SPT N value:1||posttensioned precast concrete:1||steel fiber:1||standard penetration test (SPT):1||laboratory test:1||particle crushability:1||classification:1||Pore distribution:1||Drained and undrained conditions:1||Poreinvasive:1||Repetitive mechanical load:1||bored piles:1||unconfined compressive strength:1||defect:1||smart sensing:1||laboratory experiments:1||earlyage property:1||Contamination:1||pH:1||Subgrade strength:1||curing time:1||California bearing ratio:1||Length evaluation:1||Sinkhole:1||discrete element method:1||pore structure:1||Field velocity resistivity probe (FVRP):1||교량:1||Necking defect:1||Pile integrity:1||Dynamic Response:1||Road subsidence:1||dielectric constant:1||전기저항:1||Minor lobe:1||다중회귀분석:1||Yield stress:1||Piezo disk element:1||Stressvolume response:1||Ice:1||mini cone:1||Capillary:1||Frictional force:1||Kaolinite:1||Artificial ground freezing:1||surface waves:1||Xray diffraction:1||Fast fourier transform:1||Umrella arch methods:1||Constrained normal displacement:1||연직변위 구속조건:1||Phase velocity:1||Equivalent radius:1||Fabric change:1||apparent cohesion:1||shear waves velocity:1||temperature:1||수평하중:1||Antarctica:1||maximum shear stiffness:1||Diatomaceous sediment:1||지반 다짐:1||penetrometer scale:1||Thinlayered soil:1||dispersion curve:1||guided ultrasonic waves:1||Compression wave:1||Share wave:1||Small strain modulus:1||Initial zero reading:1||Micro cone:1||Photoelastic:1||웨너 배열:1||Small strain:1||inversion:1||regularization:1||parametric representation:1||marine clay:1||primary consolidation:1||Density:1||Residual soils:1||densification:1||Coupling:1||Transducer:1||rock joint:1||first arrival:1||water distribution patterns:1||subgrade:1||압밀 실험:1||drill rod:1||F V integration method:1||prefabricated box utility tunnel:1||structural response:1||dynamic pile test:1||Flexibility:1||Polarity:1||transitional behavior:1||Static resistance:1||지지조건:1||Integrity Evaluation:1||Freezethaw cycles:1||Fill materials:1||Particle shape:1||dense layer:1||volumetric unfrozen water content:1||Circular TDR system:1||penetration:1||backfill:1||Crosshole sonic logging test:1||Strength index:1||Dynamic response:1||Ship collision:1||Ground cavity:1||Subsidence:1||soil nail:1||겉보기 유전 상수:1||Vertical cutoff wall:1||Foaming lightweight grouting material:1||Foaming agent:1||발포제:1||Railway track substructures:1||전기전도도:1||점성:1||abnormal area:1||ground penetrating radar:1||Multiple regression analysis:1||Frequency response:1||지층:1||elastic wave velocity:1||soil thickness:1||Uniaxial compressive strength:1||영구동토층:1||아이스 렌즈:1||Permafrost:1||Shaft capacity:1||monopole:1||Muskeg:1||Stress dependent parameters:1||confinement:1||Freezing Frozen soil:1||Penetration:1||Subsurface characterization:1||CAPWAP:1||Cushion stiffness:1||Penetrometer:1||Electrical resistivity probe:1||탄성파:1||Dredged Soils:1||전단파 토모그래피:1||Hydrate occurrence:1||cone penetration test:1||phase velocity:1||Temperature effect:1||Scanning electron microscope:1||강도정수:1||강관보강다단:1||고속 푸리에 변환:1||Receiving rates:1||수신율:1||surface tension:1||Geotechnical investigation:1||Resonance:1||Frost heaving:1||Matric suction:1||주면마찰력:1||densification test:1||friction sleeve:1||temperature compensated:1||이방성:1||개별요소법:1||관입실험:1||Resistivity:1||Shear zone:1||Smaller diameter cone:1||탄성계수:1||MicroCone penetrometer:1||miniature cone:1||guided ultrasonic wave:1||nondestructive method:1||마이크로콘:1||JRC:1||spatial coverage:1||ultrasound:1||creep:1||Creep:1||현장 속도 프로브:1||Vanishing:1||Compression:1||Fabrics:1||Localization:1||Sand:1||degree of water saturation:1||integration method:1||revised soil classification system:1||artificial ground freezing:1||Busan clay:1||Effective stress:1||free vibration:1||dynamic pile test (DPT):1||mechanical property:1||Concrete plate:1||energy correction:1||compaction:1||geophysical methods:1||penetrometer:1||Embedded Depth:1||Dynamic modulus:1||Terminal void ratio:1||side friction:1||Stabilizing liquid:1||in situ test:1||silt fraction:1||Inclined base plate:1||Interface friction:1||rock bolt:1||timedomain reflectometry:1||Integrity:1||Ultrasonic guided waves:1||강우량:1||time domain reflectometry (TDR):1||dissolution:1||Pore pressure parameter B:1||length evaluation:1||Diatom:1||중금속:1||Ship Collision:1||Offshore waste landfill:1||Weathering:1||유변학:1||지하투과레이더:1||신호처리:1||동적 콘 관입기:1||극한지:1||Extreme cold region:1||scour depth:1||Temperature variation:1||confining condition:1||철도궤도 하부구조물:1||쏘일네일:1||Electromagnetic waves:1||Discontinuity layer:1||Controlled low strength material (CLSM):1||Railway roadbed:1||K0:1||Freezethaw:1||Tip resistance:1||Rock bolts:1||Helicaltype outer screw rod:1||Free normal displacement:1||Oedometer test:1||Dissipation test:1||Horizontal coefficient of consolidation:1||Mineral dissolution:1||small strain shear stiffness:1||wettable soil:1||온도:1||degree of saturation:1||Grain size:1||thermal conductivity:1||renewable energy:1||hydropower:1||shear wave velocity:1||seasonal temperature variation:1||온도 변화:1||fiber Bragg grating:1||Shearwave velocity:1||에너지 속도:1||Microfossil:1||fiber bragg grating:1||aliasing:1||roughness underestimation:1||least squares:1||tunnels:1||pore:1||Primary consolidation:1||간극수압 소산:1||effective radius:1||bidirectional pile load test:1||Velocity:1||cross correlation:1||부산점토:1||base resistance:1||loadsettlement curve:1||shaft resistance:1||flowability:1||spatial distribution:1||Xray CT:1||근입 깊이:1||고유진동수:1||Support Condition:1||machine learning:1||Ratcheting:1||Fracture mode:1||Borehole:1||sand&:1||interface friction:1||산악지반:1||Rainfall:1||Apparent dielectric constant:1||Nondestructive evaluation:1||Timedomain reflectometer:1||extremely cold region:1||전단 상자 시스템:1||Main lobe:1||상대 유전율:1||membrane:1||soilwater characteristic curve:1||layer:1||벤더 엘리먼트:1||Allowable bearing capacity:1||Rock specimen:1||Stability:1||Signal matching:1||Ultimate capacity:1||Cone penetration test:1||Friction resistance:1||Track substructure:1||Constrained condition:1||Triaxial compression test:1||융해:1||Temperature:1||Elastic wave:1||Selfweight consolidation:1||Stressdependent property:1||Reflection method:1||Ultrasonic imaging:1||Xray energy dispersive spectroscopy:1||SEM:1||Impact reflection method:1||해머타격 반사법:1||interparticle friction:1||Effective range:1||WiFi:1||지반조사:1||공진:1||동상융기:1||shape factor:1||Spatial variability:1||Hydratebearing sediments:1||penetration test:1||rigidsoft particle mixtures:1||sands:1||Standard penetration test (SPT):1||Soft soils:1||elastic moduli:1||현장실험:1||Ultrasonic transducer:1||반사법:1||비파괴 검사:1||현장 록볼트 건전도 평가:1||대형토조:1||Local void:1||Decementation:1||Rigidsoft particle mixtures:1||Interface detection:1||Liquefaction:1||Miniature cone:1||Stressstrain:1||failure:1||rigid body:1||pore pressure:1||Expansion ratio:1||MARSE energy:1||sound waves:1||soil mixtures:1||thawing:1||유효응력:1||Coefficient:1||energy module:1||Dynamic resistance:1||Instrumented dynamic cone:1||교량 교각:1||Granite rock:1||Compressionalwave velocity:1||Fines content:1||synthetic minority oversampling technique (SMOTE):1||defect detection:1||#8211:1||silt mixtures:1||Direct shear:1||scour:1||stability:1||Numerical analysis:1||penetration index:1||volumetric water content:1||CBR:1||Crosssectional area:1||계장화된 동적 콘 관입장비:1||Instrumented Dynamic Cone Penetrometer (IDCP):1||water content:1||nondestructive method:1||Large Circular Steel Pipe:1||Steel pipe sheet pile:1||Structural capacity:1||발포성 경량그라우트재:1||groundpenetrating radar (GPR):1||Near field:1||signal processing:1||CLSM (Controlled LowStrength Material):1||플로우값:1||Pipe roof system:1||탄성파 탐사:1||dynamic cone penetration test:1||seismic survey:1||동적 콘 저항력:1||dynamic cone penetration index:1||railway substructure:1||Shear box type:1||Soil water characteristic curve:1||Polyacrylamide:1||Sensitivity:1||Geophysical testing method:1||energy loss:1||Nongrouted ratio:1||Triaxial test:1||Elastic wave amplitudes:1||Temperaturecompensation Resistivity cone Probe(TRP):1||심해토:1||FVP:1||Lateral loading:1||Frost heaving susceptibility:1||남극:1||electrical conductance:1||surface wettability:1||Sand seam:1||Sleeve friction:1||wind farm:1||s law:1||소형 콘:1||temperature change:1||bond degradation:1||fiber optic sensor:1||Friction sleeve:1||간극비:1||rock bolts:1||transmission method:1||Temperature effec:1||pore pressure dissipation:1||settlement:1||Impedance:1||cameratype 3D scanner:1||digitizing of roughness:1||roughness quantification:1||Grout:1||engineering parameter:1||계수:1||Repetitive plate loading test:1||retaining wall:1||thermal image:1||Standard penetration test:1||normal fault displacement:1||안정성 평가:1||Bridge Pier:1||Rock property:1||

STATISTICS: Total View :6,942,232; Today View :8,301

RSS_1.0 RSS_2.0 ATOM_1.0

145 Anam-ro, Seongbuk-gu, Seoul, 02841, Korea+82-2-3290-2963

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