ScholarWorks@Dongguk University: Kim, Bum joo

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Kim, Bum joo (김범주)

College of Engineering (Department of Civil and Environmental Engineering)

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Tel 02-2260-8921
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쉴드 TBM:5||Shield TBM:5||Machine learning:3||diverging condition:2||Discharge capacity:2||strengthstress ratio:2||XGBoost:2||excavation data:2||XRD:2||디스크 커터:2||머신러닝:2||SEM:2||Disc cutter:2||SVM:2||Geosynthetics:2||Doubledeck tunnel:2||shield TBM:2||Tunnel:2||Deep excavation:1||Distinct element method:1||Divergence:1||Divergence section:1||Energydispersive Xray spectrometry (EDS):1||Excavation data:1||Excavation method:1||Excavation stability:1||Fiber:1||Field experiment:1||Field investigation:1||Finite element analysis:1||Fire:1||Fire resistance evaluation:1||Fire resistance method:1||Flexural Rigidity:1||Flexural rigidity:1||Freezethaw:1||Geosynthetic materials:1||Geotextile:1||Ground settlement:1||Jetgrouting:1||LIQCA2DSF:1||LRFD:1||Laboratory mixed specimen:1||Laboratory test:1||Laboratory tunnel experiment:1||Load test:1||Metakaolin:1||Mixing speed:1||Mixing time:1||Parallel tunnels:1||Particle Image Velocimetry:1||Particle image velocimetry:1||Penetration rate:1||Pillar:1||Pillar stability:1||Prediction model:1||Pressure cell:1||Quality evaluation:1||Resistance bias factor:1||Retaining Wall:1||Rock bolt sensor:1||SPT:1||Secondary scanning microscopy (SEM):1||Sensitivity analysis:1||Separation Distance:1||Shear wave velocity:1||Slope failure:1||Steelpipe reinforcement:1||Strength/stress ratio:1||Subgrade:1||Trouble cases:1||Tunnel drainage systems:1||Tunnel enlargement:1||Tunnel stability:1||Tunneling method:1||Tworow Overlap Pile Wall:1||Tworow overlap pile wall:1||Uniaxial compressive strength:1||Very near parallel tunnel:1||Water cement ratio (W/C):1||WetDry:1||aggregates:1||artificial intelligence:1||backfilling:1||calciumsulfoaluminatebased binder:1||controlled lowstrength material:1||dam:1||disc cutter wear:1||disc cutter wear pattern:1||doubledeck tunnel:1||dynamic cone penetrometer:1||fibers:1||fill dam:1||fly ash:1||geosynthetics:1||hardfill:1||high flowability:1||impact analysis:1||impact design:1||light weight deflectometer:1||machine learning classification models:1||metakaolin:1||multiclass classification model:1||noncircular tunnel:1||particle size distribution:1||principal stress:1||reservoir:1||rockfall energy:1||rockfallprotection fence:1||rolling wheel load:1||seepage analysis:1||seismic stability:1||splitting tensile strength:1||stability estimation equation:1||strength:1||subgrade:1||unconfined compressive strength:1||underground highway:1||water level raising:1||강관 보강공법:1||강도/응력비:1||건조습윤:1||공사 중 트러블:1||굴진성능:1||굴착 안정성:1||굴착공법:1||굴착속도:1||기계학습:1||낙석방지울타리:1||낙석에너지:1||내화방법:1||내화성 평가:1||동결융해:1||막장면 지보압:1||메타카올린:1||벤치길이:1||벤토나이트:1||병설터널:1||복층터널:1||분기구간:1||분류기법:1||수치해석:1||실내터널모형실험:1||예측모델:1||지반침하:1||천단침하:1||초근접 병렬터널:1||충돌 설계:1||충돌 해석:1||콘크리트 세그먼트:1||터널:1||터널 확폭:1||토목섬유:1||필라 안정성:1||필라부:1||ANN:1||화재:1||Aggregate pier:1||Artificial neural network:1||Backanalysis:1||Base:1||Bench length:1||Bentonite:1||Calcium carbonate:1||Calcium carbonate (CaCO<sub>3</sub>):1||Castinplace Pile:1||Cemented sandbentonite:1||Classification method:1||Clogging:1||Concrete segment:1||Crosssection:1||Crown settlement:1||Database:1||Deep Excavation:1||

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