ScholarWorks@Gyeongsang National University: Yu, Chan

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Yu, Chan (유찬)

농업생명과학대학 (지역시스템공학과)

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Tel 0557721932
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Heavy metal:10||Arsenic:8||Soil contamination:6||Stabilization:5||Paddy:5||Farmland:5||Remediation:5||Steel refining slag:4||Limestone:4||Solidification:4||중금속:4||NATM:3||GIS:3||Industrial byproduct:3||제강슬래그:3||Soil loss:3||산업부산물:3||매입깊이:3||Meteorological data:2||Meteorological disasters:2||TPH:2||간척지:2||Tainter gate:2||재현기간:2||Industrial neighborhood area:2||Model test:2||고형화:2||기상자료:2||hydraulic hysteresis:2||토양오염:2||Fly ash:2||Water resource:2||Return period:2||Drainage canal:2||Zinc:2||Abandoned mine:2||Slag:2||Bioventing method:2||Buffer zone:2||모형실험:2||3D FEM:2||Oyster shell:2||Cadmium:2||colluvial:2||비소:2||Soil gas monitoring:2||Phosphorus:2||soilwater retention curve:2||Metal:2||Spill way:2||embedment depth:2||안정화:2||Stabilization method:2||Steel Rib:2||tunnel support system:2||Agricultural small dam:2||Distribution:2||Contaminated soil:2||NonSanitary Landfills:1||Organic compost:1||Organic content:1||PVA fibre:1||Paddy soil:1||Particle distribution:1||Permeability:1||Pollutant dilution:1||RUSLE:1||RUSLE기법:1||Rainfall simulation:1||Rainwater resource facility:1||ReScaled 분석:1||Reclaimed land:1||Reduction:1||Region:1||Rescaled analysis:1||Rice paddy:1||Sand:1||Seepage:1||Selfsimilarity:1||Slope stability:1||Sloped agricultural field:1||Sloped farmland:1||Smelter:1||Snow load:1||Soil:1||Soil acidity:1||Soil sediment:1||Solidifying agent:1||Sorption:1||Spatial distribution:1||Steelmaking slag:1||Steelmaldngslag:1||Strength properties:1||Structural analysis:1||Submerged soil:1||Suctionsaturation control technique:1||Transport:1||Unconfined compressive strength:1||Waste tire powder:1||Water quality:1||Water reuse:1||Wind load:1||a 방법:1||admixture:1||aged fill dam:1||agricultural areas:1||air occlusion:1||anandoned mine sites:1||arsenic:1||boron:1||boron fraction:1||compaction rate:1||continuous pipe foundation:1||countermeasure priority:1||dam discharge:1||dam failure cases:1||dam management:1||degree of compaction:1||disaster:1||disasterproof standard:1||downstream damage:1||embedded depth:1||extreme weather:1||field loading test:1||field test:1||flow pump system:1||fly ash:1||fuzzy  time  series:1||fuzzylogic:1||fuzzylogic  theory:1||glasshouse:1||greenhouse:1||greenhouse design:1||groundwater:1||hanging:1||heavymetal:1||hydraulic conductivity function:1||inclination:1||infiltration:1||infrastructure safety:1||machine  learning:1||mandani inference system:1||microorganisms:1||net confining pressure:1||organic marine clayey soils:1||overtopping  prediction:1||paddy:1||paddy soil:1||plastic film:1||plating density:1||porosity:1||proxies:1||push & pull gauge:1||qPCR:1||rafter pipe:1||reclaimed land:1||rice:1||smallscaled lab. test:1||soil box:1||soil texture:1||soil transport:1||solidification agents:1||stabilization:1||statistical analysis:1||steel fiber:1||steelmaking slag:1||synthetic fibre:1||unconfined compressive strength:1||unsaturated soil mechanics:1||unsaturated soils:1||upland soil:1||vegetation:1||wavelet analysis:1||yield:1||α method:1||강섬유:1||강지보재:1||개량제:1||굴폐각:1||기상재해:1||기후변화:1||내재해형:1||논:1||농경지:1||농업용수:1||농업용저수지:1||다짐도:1||다짐률:1||단층형 복토시스템:1||대상 온실 기초의 최 대인발저항력은 기초의 형태 및 규모가 서로 상이함에 따라 11.6 kN~82.4kN의 범위로 나타났다. 온실기초의 최대인발저항력 산정을 위해 제안된 이론식에 대하여 현 장시험 결과를 이용하여 적용성을 검토한 결과 전반적으 로 기존의 산정 이론식이 현장시험결과와 근접하는 수치 를 제공하는 것으로 검토되었다. 다만:1||매립지 복토층:1||배수로:1||본 연구에서 고 려한 지반은 사질토 지반이며:1||본 연구에서는 내재해형 플라스틱 온실과 유리온실의 기초에 대하여 인발저항력을 검토하기 위해 사질토 지반 에서 실규모로 제작한 총 15개의 온실 기초를 이용하여 현장시험을 실시하였다. 그 결과:1||붕적층:1||비위생 매립지:1||빗물자원화시설:1||사면안정:1||산업지역:1||생산량:1||서까래 파이 프:1||석회석:1||설계적설심:1||설계풍속:1||설계하중:1||슬래그:1||시설원예:1||심층혼합처리공법:1||아연:1||압축강도:1||여수토:1||온실:1||온실설계:1||완충대:1||용배수로:1||용출:1||월강수량:1||인:1||입도분포:1||자기유사성:1||자연재해:1||재식밀도:1||전동수문:1||지반조사:1||침투:1||카드뮴:1||터널지보시스템:1||토성:1||토조:1||퇴적토사:1||파이프 줄기초:1||폐타이어:1||푸쉬풀 게이지:1||플라이애쉬:1||해안지역:1||행잉:1||향후 점성토지반에 대하 여 기존의 인발저항력 산정 이론식의 검증이 필요할 것 으로 판단된다.:1||허스트지수:1||현장시험:1||환원:1||흡착:1||3차원 유한요소해석:1||Abandoned mine sites:1||Antidisaster Standard:1||Atmospheric deposition:1||Biocementation:1||Calciumcarbonate (CaCO3):1||Chloride ion permeability:1||Ciyptospolidium:1||Climate change:1||Coal ash:1||Coast area:1||Column test:1||Contaminated farmland Farmland restoration USLE Soilfilling Soil loss:1||Contamination:1||Controlled horticulture:1||Deep soil mixing:1||Design load:1||Design snow depth:1||Design wind speed:1||Drain:1||Durability:1||Earth retaining structure:1||Effluent:1||Emergency concrete pavement repair LMFRRSC:1||Field demonstration experiment:1||Field experimental plot:1||Fill  dam:1||Fill dam  safety:1||Foundation:1||Fractal theory:1||Greenhouse:1||Ground investigation:1||Hurst exponent:1||Hurst exponents:1||Hybrid fibrereinforced concrete:1||Hydrated lime:1||Inclinometer:1||Industrial ByProducts:1||Irrigation:1||Irrigation system:1||Jute fibre:1||L/F cover:1||LSTM:1||Landfill:1||Landfill Cover:1||Lateral displacement:1||Latex:1||Macro:1||Metal(loid):1||Metal(loid)s:1||Metals:1||Microbial (BacillusPasteurii):1||Mine:1||MonoLayer Cover System:1||MonoLayer cover system:1||Monthly precipitation:1||Natural vegetation:1||

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