ScholarWorks@Gyeongsang National University: Kang, Gi Chun

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Kang, Gi Chun (강기천)

공과대학 (토목공학과)

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Tel 0557721792
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Lateral resistance:6||Earthquake:5||Liquefaction:5||lateral resistance:3||말뚝:3||수평저항력:3||Pile:3||Water level:2||Embeded depth:2||Numerical analysis:2||다층지반:2||Simple formula:2||Decision tree analysis:2||지진:2||batter pile:2||Bending moment:2||Excess pore water pressure:2||Caissontype quay wall:2||Displacement:2||SAMP GPS:2||Dam:2||Seepage:2||laterally loaded pile:2||Block breakwater:2||Monitoring:2||Lateral Resistance:2||Porewater pressure:2||pile:2||Dynamic Lateral load:1||Dynamic behavior:1||Earthquakes:1||Effective Stress:1||Effective stress:1||Effective stress path:1||Embeded depth of pile:1||Excavation Depth:1||Excess Porewater Pressure:1||FLIP:1||Fill dam:1||Friction:1||Ground Settlement:1||Group piles:1||HS Small strain Stiffness 모델:1||HS small strain stiffness model:1||Horizontal and vertical angle:1||Inclined Ground:1||Inclinometer:1||Inverse Analysis:1||Laminar Shear Box:1||LargeScale Field Test:1||Lateral loading rate:1||Laterally loaded pile:1||Leaking Water:1||Linear regression analysis:1||Lining:1||Maintenance:1||Material nonlinearity:1||MohrCoulomb 모델:1||Mohrcoulomb model:1||Multilayered:1||Multilayered Soil:1||Overconsolidated Clay:1||Overconsolidation ratio:1||Overconsolidation:1||Overturning:1||PGA (Peak Ground Acceleration):1||PSI of velocity:1||PSI(Power Spectrum Intensity) of velocity:1||Parameter:1||Piertype quay wall:1||Piles:1||Planedeformation:1||Pore water pressure:1||Porous feldspar:1||Preconsolidation Stress:1||Principal component analysis:1||Principal components analysis:1||Rainfall:1||Relative Density:1||Resistivity survey:1||Rock slope:1||Rocky layer:1||Root Mean Square Error:1||SPT borehole logs:1||Seepage line:1||Seismic Acceleration Coefficient:1||Seismic design:1||Seismic performance evaluation:1||Settlement:1||Settlement Ratio:1||Shale:1||Soil Conversion Factor:1||Strain wedge model:1||Strut:1||S파 반사법 탐사:1||Temporary earth retaining wall:1||Tension crack:1||Tiecell wavedissipating block:1||Total Station:1||Total station:1||Tunnel:1||Ultimate lateral resistance:1||Underground structure:1||Uplift damage:1||Vertical Load:1||Vertical Stress:1||Void ratio:1||Wave loading:1||Weathering index:1||Whole rock analysis:1||Wind Turbine Foundation:1||Wind power foundation:1||bearing capacity:1||block:1||breakwater:1||dissipation:1||drained drainage condition:1||earthquake:1||electricity consumption:1||fill dam:1||heat storage:1||loading angle:1||marine soft ground:1||mortar:1||operating facilities:1||overturning:1||pile group:1||porewater pressure:1||prefabricated vertical drain (PVD):1||primary consolidation:1||principal components analysis:1||reflection Wave Exploration of Swave:1||regression analysis:1||residual settlement:1||secondary compression:1||seepage line:1||seismic response analysis:1||settlement:1||strain wedge model:1||ultimate lateral resistance:1||vertical load:1||wind turbine foundation:1||강제치환공법:1||거리감쇄식:1||경사 지반:1||경사말뚝:1||과압밀:1||과압밀점토:1||과잉간극수압:1||굴착심도:1||균열:1||내진성능평가:1||누수:1||대규모 현장시험:1||댐:1||라이닝:1||모니터링:1||방파제:1||배수조건:1||변위:1||블록:1||상관계수:1||상대밀도:1||선행압밀응력:1||소산:1||순환 경계:1||시험굴 조사:1||압밀침하:1||압밀침하량:1||압축지수:1||액상화:1||역해석:1||연직하중:1||원심모형시험:1||유지보수:1||유효응력:1||자연경사 기울기:1||재료 비선형:1||전도:1||지중응력:1||지지력:1||지진가속도계수:1||지진응답해석:1||지표최대가속도(PGA):1||층 전단상자:1||침하:1||침하비:1||터널:1||토량환산계수:1||토털스테이션:1||특성계수:1||평균제곱근오차:1||3D Analysis:1||풍력기초:1||AHP (Analytic Hierarchy Process):1||AHP(Analytic Hierarchy Process):1||Amount of settlement:1||Angle of Repose:1||Batter Pile:1||Batter pile:1||Bearing Capacity:1||CIA:1||CIW:1||Caisson type breakwater:1||Cave Surveys:1||Centrifuge Model Tests:1||Circulatory Boundary:1||Coefficient of Correlation:1||Compression Index:1||Compulsory Replacement Method:1||Consolidated settlement:1||Consolidation Settlement:1||Correlation analysis:1||Crack:1||Crest settlement:1||Cyclic lateral loads:1||Data filtering method:1||Depth of the rotation point:1||Design parameter:1||Distance Attenuation Relation:1||Drained conditions:1||

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