저자의 연구 키워드

저자의 연구 키워드

#간편 Bishop법

#경량기포혼합토

#경량혼합토

#그라우팅

#단위중량

#뒷채움

#모노파일

#모래다짐말뚝

#민감도 분석

#민감도 지수

#부분안전계수

#사면안정

#쇄석다짐말뚝

#수정 Fellenius법

#신뢰성 해석

#신뢰성설계

#신뢰성해석

#신뢰지수

#안전율

#압력주입

#압축성

#압축지수

#연약지반

#유로코드 7

#융기율

#응답면 기법

#일축압축강도

#준설토

#중요도 추출법

#지반-말뚝 상호작용

#지반지지력

#진동주입

#측방유동

#치환율

#케이슨식 안벽

#투수계수

#한계상태

#한계상태설계법

#해상풍력

#해상풍력발전기

#해성점토

#현장시험

#확률변수

#Backfill material

#bearing capacity

#Bored PHC pile

#Caisson type quaywall

#Compressibility

#Compression index

#Compulsory replacement

#Cost

#Deformation

#Design efficiency

#Design variable

#Dredged soil

#Dynamic pile load test

#Earth pressure

#Embankment

#EPS

#Eurocode 7

#Foundation

#granular compaction pile, coefficient of upheaval, replacement ratio, sand compaction pile

#Grouting

#Harbor structure

#Importance sampling

#Improvement

#Leakage

#Lightweight air foamed soil

#Lightweight foamed soil

#Limit state

#limit state design

#Marine clay

#modified Fellenius method

#Monopile foundation

#Offshore wind turbine

#partial safety factor

#Permeability

#PHC pile

#Pilot test

#Pipe

#Pressured injection

#p-y 모델링

#P-y modelling

#Reliability analysis

#Reliability index

#reliability-based design

#Response surface method

#safety factor

#Sea dyke

#Sensitivity analysis

#Settlement

#simplified Bishop method

#slope stability

#Soft ground

#Soft rock

#Soil-pile interaction

#Steel pile

#Vibrated injection

#Waterproof sheet

#Weathered rock