ScholarWorks@Korea University: CHOI, HANG SEOK

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CHOI, HANG SEOK (최항석)

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

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Tel 3326
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Thermal conductivity:13||Ground heat exchanger:11||Selfweight consolidation:9||Energy pile:8||Castinplace energy pile:7||Hydraulic conductivity:7||Shield TBM:7||Insitu thermal response test:6||Recycled aggregate:5||Liquid nitrogen:5||Bentonite:5||Nonlinear finite strain consolidation:5||Bentonite grout:5||Numerical analysis:5||Thermal performance test:5||Risk analysis:4||Compaction:4||PSDDF:4||numerical analysis:4||Viscosity:4||Porous concrete pile:4||Thermal resistivity:4||Geothermal energy:4||Helical pile:4||Slug test:4||Vertical cutoff wall:4||Freezing rate:4||Soil conditioning:4||thermal conductivity:4||Filter cake:4||Ground heat exchanger (GHEX):3||Backfills:3||Tunnel boring machine:3||Recycledaggregate:3||Effective thermal conductivity:3||수치해석:3||뜬구조공법:3||Thermal performance:3||Foam:3||Settlement:3||Backfill material:3||Marine clay:3||Vertical drain:3||Cavity expansion theory:3||Soft ground:3||ground heat exchanger:3||Artificial ground freezing:3||Machine learning:3||리스크 분석:3||Floating structure method:3||Thermal interference:3||Bentonite cake:3||Pressurized grouting:3||Thermal response test:3||소구경말뚝:3||Closedloop vertical ground heat exchanger:3||DEM:3||Small diameter pile:3||Computational fluid dynamic analysis:3||Tunnel:3||Dredged soil:3||Laboratory chamber test:3||Artificial ground freezing method:3||Consolidation:3||tunnel boring machine:3||쉴드 TBM:3||Energy textile:3||에너지파일:3||Cylindrical shear method:3||Core walls:3||Gclass cement:3||Thermal performance test (TPT):2||Ground Heat Exchanger (GHEX):2||해저터널:2||Constructability of energy pile:2||blockcentered finitedifference model:2||지중열교환기:2||TSS:2||Slope stability:2||bentonite grout:2||Craney Island:2||Steel pipe heat exchanger (SPHX):2||Heat exchange rate:2||EPB TBM:2||Underground power conduit:2||Groundcoupled heat exchanger:2||Bentonite slurry:2||hydrodynamic equation:2||Groutability:2||hydraulic conductivity:2||Longterm monitoring:2||Coefficient of pullout friction:2||cement grout:2||Zero effective stress void ratio:2||Segregation effect:2||Old facility:2||Freezingthawing:2||쏘일 컨디셔닝:2||Thermal stress:2||뒤채움 그라우팅:2||thermal response test:2||Analytic Hierarchy Process (AHP):2||Backfilling materials(뒤채움재):2||Dredged soils:2||Addictive:2||Earth pressure balance shield:2||터널 확폭:2||리스크 평가:2||SWCC:2||CGS 공법:2||쉴드TBM:2||Harmony search algorithm:2||Coiltype ground heat exchanger:2||Subsea tunnel:2||soil consolidation:2||constitutive equation:2||COD:2||closedloop vertical ground heat exchanger:2||Improvement:2||Residual stress:2||HDPE pipe:2||Ground freezing:2||Thermal Performance Test (TPT):2||Tunnel enlargement:2||인공동결공법:2||터널:2||Thermal response test(열응답 시험):2||Liquid air:2||Nonpoint source pollutant:2||Analytical solution:2||Thermal diffusivity(열확산계수):2||Rheological property:2||Neural network:2||CGS method:2||Laboratory test:2||Network model:2||Heat exchange efficiency:2||전산유체해석:2||Cementitious grout:2||Sidetrack construction:2||노후시설물:2||contaminant transport:2||Anomalous zone:2||pillar:2||Ground heat exchanger(지중열교환기):2||Hydraulic Conductivity:2||Pullout resistance:2||artificial ground freezing:2||지하공간 확장공사:2||Turbulent flow:2||동결속도:2||Tunnel resistivity prediction:2||Resistivity survey:2||Salinity:2||Particle breakage:2||Bearing capacity:2||Dilatancy angle:2||Cement grout:2||Horizontal ground heat exchanger(수평형 지중열교환기):2||Ground source heat pump (GSHP):1||Pile load test:1||Ensemble learning:1||Stability assessment:1||NATM 터널:1||Risk management:1||매트릭스:1||탄약 및 폭발물 안전관리기준:1||safety distance:1||콘 관입시험:1||지반개량:1||공동팽창이론:1||굴진 성능:1||실내시험:1||Sandy ground:1||Freezing efficiency:1||Granular material:1||Thermal runaway:1||열저항:1||압밀:1||geothermal well cementing:1||베이지안 네트워크:1||Analytic hierarchy process (AHP):1||Thermal analysis:1||2009 International Building code:1||2009 International Building Code:1||Open type ground heat exchanger(개방형 지중열교환기):1||LWT(히트펌프 출구온도):1||Rainfall runoff reduction:1||Torque correlation method:1||Unsaturated soil:1||Compressive strength:1||Equivalent heat exchange efficiency factor:1||등가열교환율:1||Geothermal Well:1||Groundloop heat exchanger:1||Subcooling:1||geosynthetic clay liner:1||finitevolume method:1||equivalent permeability coefficient:1||Modified fluid loss test:1||Shape factor:1||Stone column:1||SCP:1||slope inclinometer:1||Soft ground improvement:1||Colloid transport:1||mutual information:1||analytic hierarchy process (AHP):1||shield TBM risk analysis model (STRAM):1||heat transfer:1||coupled numerical analysis:1||earth pressure balance shield:1||finite difference method:1||clay particles:1||Borehole thermal resistance:1||Computational fluid dynamic (CFD) model:1||mixed ground:1||Urban tunneling:1||bearing capacity of micropile:1||Unfrozen water:1||머신러닝:1||Slope stability analysis:1||Numerical modeling:1||Cryogenic freezing:1||Pearson correlation:1||Numerical model:1||운영 중 지하철 터널:1||Matrix:1||undergroundtype ammunition storage facility:1||safety control standard of ammunition and explosion:1||Coaxialtype ground heat exchanger:1||Insitu thermal performance test (insitu TPT):1||Design chart:1||폼:1||굴착:1||Compaction grouting:1||tunnel face:1||쉴드 TBM 굴진:1||Backfill grouting:1||Frozen wall:1||인공 동결 공법:1||Ahead of tunnel face:1||한계 주입압:1||HM coupling model:1||Diffusivity:1||Cylindrical:1||Prestress:1||동결챔버:1||Debonding:1||하모니서치 알고리즘:1||helix plate:1||SCW(스탠딩컬럼웰):1||Equivalent heat exchange rate:1||Modified linefitting method:1||Refrigerant amount detection:1||Superheat:1||diffusion:1||Load test:1||Vertical ground heat exchanger(수직형 지중열교환기):1||deposition coefficient:1||Flow net method:1||Composition ground:1||CNMatrix model:1||fault tree analysis (FTA):1||improvement of old facility:1||underground space excavation:1||urban regeneration:1||liquid air:1||Rocktosoil transition zone:1||Soiltorock transition zone:1||좌굴강도:1||interaction energy:1||punch shear test:1||unfrozen water content:1||electrical resistivity survey:1||discharge capacity:1||Mutual information:1||steel pipe pile:1||expansion equipment for steel pipe:1||Random Forest:1||Steelpipe energy pile(강관 에너지파일):1||첨가제:1||Thermal response test (TRT):1||shield TBM tunneling:1||리스크 시나리오:1||Ground improvement:1||Field experiment:1||현장시험:1||Tunne:1||컴팩션 그라우팅:1||Earlywarning system:1||응력간극수압 연계해석:1||한계 굴진면압:1||Surface settlement:1||Volume loss:1||액화질소:1||동결벽체:1||동결 시간:1||clogging:1||cavern:1||Unsaturated condition:1||Energy slab(에너지 슬래브):1||Relative heat exchange efficiency(상대 열교환효율):1||침하:1||Tail void grouting:1||Ahead tunnel face:1||coupled problem:1||Biot&apos:1||energy pile:1||Frozen chamber:1||급속인공동결공법:1||Finite strain consolidation theory:1||준설토:1||High water pressure:1||Applicability of energy pile:1||Mechanical behavior:1||shaft:1||PVC:1||PE:1||폴리염화비닐:1||EWT(히트펌프 입구온도):1||TRT(열응답 시험):1||Lumped parameter:1||Conventional pile loading test:1||phased placement:1||effective thermal conductivity:1||Prediction model:1||Coiltype PHC energy pile:1||Solid cylinder source model:1||Cutoff Wall:1||Backanalysis:1||Imaginary well theory:1||solid waste:1||Priebe method:1||Singleprobe method(단일 탐침법):1||Dualprobe method(이중탐침법):1||Workability:1||variable viscosity:1||Singlecore PBD:1||slope stability:1||instrumentation:1||Laboratory chamber tests:1||random forest:1||Bayesian network:1||risk analysis:1||shield tunnel boring machine (TBM):1||floating and underground extension method:1||Fault zone:1||Expansion:1||Vane shear test:1||Landslide:1||Computation Fluid dynamics (CFD) model:1||Frozen sand:1||Face pressure prediction:1||EPB shield TBM:1||Laboratory pressurized vane test:1||Coaxialtype GHEX:1||Particulate media:1||effective parameter:1||design method of ammunition storage facility:1||Insitu thermal response test (insitu TRT):1||median particle size:1||동결/융해:1||해성 점토지반:1||개량 효과:1||Excavation:1||Thermal performance test(열성능 시험):1||Multiple simultaneous injection:1||ground condition:1||face pressure:1||포화 점성토 지반:1||Stresspore pressure coupled analysis:1||Saturated clayey ground:1||Critical face pressure:1||The amount of refrigerant:1||열폭주:1||combined heat transfer model:1||Effusivity:1||Heat conduction:1||Entering water temperature:1||Bayesian networks:1||열전도도:1||Sedimentationconsolidation:1||비선형성:1||동결공법:1||고수압:1||액체공기:1||Faulttree analysis (FTA):1||Ringcoil source model:1||Dredged and reclaimed ground:1||slug test:1||Open Type Ground Heat Exchanger:1||폴리에틸렌:1||LMTD(대수평균온도차):1||토양 여과:1||비점오염:1||Soil filtration:1||Groundcoupled heat pump system:1||Soil thermal conductivity:1||Geothermal heat pump system(지열 히트펌프 시스템):1||design method:1||Compacted soil liner:1||Type curve method:1||Partially penetrated well:1||latticed pipe:1||sectional efficiency:1||Dikes:1||Dredge spoils:1||Kaolinite:1||Retention profile:1||risk matrix:1||freezing time:1||discrete element method:1||토사암반 변화구간:1||Ethanol:1||Freezing duration:1||Classification:1||micropile:1||Frozen soil:1||Pressure melting:1||Nonlinear finitestrain:1||부본선 건설:1||Subway tunnel in operation:1||리스크 관리:1||탄약고 설계방법:1||particle size distribution:1||Piezo cone penetration test:1||TBM performance:1||개별요소법:1||다중 동시주입:1||연약지반:1||Rainfallinduced landslide:1||electrical resistivity:1||TBM:1||backfill pressure:1||Computational fluid dynamic (CFD) analysis:1||한계 뒤채움압:1||냉매 사용량:1||lumped parameter:1||rainwater utilization:1||temperature changes:1||Largediameter castinplace energy pile:1||Electrical cables:1||Young&apos:1||Optimum coil pitch:1||Slurry wall:1||Rapid artificial ground freezing:1||Heat transfer:1||유한변형 압밀이론:1||액체질소:1||Geothermal well cementing:1||Uniaxial compressive strength:1||Free fluid content:1||Defects:1||Economic feasibility of energy pile:1||열교환 성능 평가시험:1||에너지파일 적용성:1||prestress:1||Rainwater recycling:1||Clogging:1||Individual bearing method:1||Bidirectional load test:1||nonlinear finite strain consolidation:1||Transient simulation(동특성 시뮬레이션):1||에너지 텍스타일:1||Bentonite Cake:1||Modified Fluidloss Test:1||Landfills:1||Geomembranes:1||Interface shear strength:1||Geothermal Well(지열정):1||insitu thermal response test:1||Filtration:1||Detached house(단독주택):1||Monthly performance simulation(월간 성능 분석):1||viscosity:1||silica sand and graphite:1||Doublecore PBD:1||datadriven framework:1||Ground source heat pump system:1||Electrical resistivity survey:1||단층 파쇄대:1||전기비저항 탐사:1||해수 침수대:1||Utype heat exchange pipe:1||Early warning system:1||Open and closed system:1||doublecore:1||Surface settlement prediction:1||Feature selection:1||Feature importance:1||Sandy soil:1||Underground Space Expansion:1||Additive:1||FEM:1||twin tunnel:1||대피선 설치:1||안전거리:1||Construction conditions:1||colloidal particle:1||standard deviation:1||Pipe material(파이프 재료):1||Engineering chart:1||지표침하:1||동결 효율:1||액화 공기:1||Freezing time:1||infrared thermographic imaging:1||Insitu thermal performance test:1||Computational fluid dynamics (CFD) analysis:1||Thermal resistance:1||Backfill materials.:1||전력케이블:1||Critical grouting pressure:1||Fluid properties:1||analytical solution:1||ground heat exchanger (GHEX):1||groundwater flow:1||Fluxmeter:1||openLoop ground heat exchanger:1||standing column well:1||Underground rainwater detention cavern:1||Pillar:1||열전달:1||염도:1||Numerical simulation:1||자중압밀:1||Relative heat exchange efficiency:1||Castinplace concrete energy pile:1||열응력:1||헬리컬 파일:1||underground rainwater detention cavern:1||pressurized grouting:1||EWT:1||개발형 지중열교환기:1||우수유출 저감시설:1||Castinplace energy pile(현장 타설 에너지파일):1||Cooling and heating performance(냉난방 성능):1||Heat exchange pipe:1||설계법:1||Bentonite Slurry:1||Heat exchanger:1||Geosynthetics:1||Vfunnel:1||Slump cone:1||Dredged material:1||composite liner system:1||Cutoff wall:1||bentonite:1||Time rate consolidation:1||groutability:1||filtration:1||ILLICON:1||Bouwer and Rice method:1||Geothermal grouts:1||Breakthrough curve:1||Degradation in mechanical properties:1||extreme gradient boosting:1||Thermal insulation layer:1||energy consumption ratio:1||refrigerant:1||operational condition:1||암반토사 변화구간:1||Buckling strength:1||ionic strength:1||Coaxial type ground heat exchanger (GHEX):1||Random forest:1||expanded steel pipe pile:1||Cryogenic triaxial compression test:1||토압식 쉴드TBM:1||EPB 쉴드 TBM:1||실내 가압 베인시험:1||surface settlement:1||NATM tunnel:1||Risk scenario:1||Risk evaluation:1||UNSODA:1||Lateral:1||Coaxialtype ground heat exchanger(이중관형 지중열교환기):1||underground structure:1||Stability analysis:1||induced polarization:1||체적손실:1||해성점토:1||nonpoint source pollutant:1||crack detection:1||Stainless steel(스테인레스 스틸):1||체적 변화:1||Radial drainage:1||CFD analysis:1||isothermal consolidation:1||Nonlinearity:1||침강압밀:1||Nondestructive testing:1||현장 열응답 시험:1||역학적 거동:1||Segregation:1||히트펌프 입구 온도:1||Soil filter:1||dredged material placement:1||computational fluid dynamics:1||Water content:1||Energy pile design:1||Castinplace pile:1||Geosynthetic lined slopes:1||Vfunnel(브이형 퍼넬):1||Refrigerant charge:1||workability:1||Sabkha:1||grout:1||cement grouting:1||injection test:1||Case reports:1||Soft soils:1||Soil strength:1||Sectional efficiency:1||failure plane:1||Illite:1||Clayey silt:1||Computational fluiddynamic (CFD) model:1||Thermomechanical behavior:1||causal network:1||topdown method with slab preconstruction:1||Seawater intruded zone:1||Rainfall:1||Parametric study:1||adfreezing strength:1||Prefabricated vertical drain:1||singlecore:1||Predictive power score:1||랜덤 포레스트:1||Large diameter castinplace energy pile(대구경 현장타설 에너지파일):1||유동학적 특성:1||Ensemble classifier:1||안정성 평가:1||Risk assessment:1||Underground space expansion:1||지하형 탄약고:1||Bayesian learning:1||공내재하시험:1||Improvement effect:1||Discrete Element Method:1||Grouting material (그라우팅 재료):1||Standard penetration test:1||표준관입시험:1||energy slab:1||Thermal Response Test:1||Thermal Performance Test:1||Thermomechanical coupled analysis:1||Curve fitting:1||consolidation:1||tunneling:1||Shield TBM driving:1||Critical back pressure:1||사질토:1||sand filter:1||지중전력구:1||되메움재:1||Volume change:1||s modulus:1||Finite strain:1||Design:1||s coefficient:1||LMTD:1||In situ thermal response test:1||수직밀폐형 지중열교환기:1||지열 에너지:1||vertical cutoff wall:1||type curve:1||partially penetrating well:1||bearing capacity:1||GHX:1||지열에너지:1||backanalysis:1||Horizontal ground heat exchanger:1||Free fluid:1||현장타설말뚝:1||Slump cone(슬럼콘):1||Ground source heat pump unit:1||leachate:1||Groundcoupled heat pump(지열 히트펌프):1||Hourly performance simulation(시간대별 성능 분석):1||Vertical drains:1||Equivalent permeability coefficient:1||Prefabricated board drain:1||Latticed pipe:1||landslides:1||Energy slab:1||확관:1||suffusion:1||Treeboosting algorithm:1||Silty soil:1||frozen soilstructure interface:1||ice content:1||Triaxial test:1||Stressstrain behavior:1||Earth pressure balance shield TBM:1||막장압 예측:1||Steel pipe(강관):1||Thermal performance test(현장 열성능 평가시험):1||

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