00904nam a2200181 c 4500001001300000005001500013008004100028040001100069041001300080052003000093245016300123300003000286545013200316653007600448700004100524773013900565900001800704KSI00013549320040225154445031010s2002    ulka          000   kor    a0110010 akorbeng01a532.205b대493ㅎc18(2)00aS-SRICOS 방법:b점성토지반의 교각세굴깊이 예측=xS-SRICOS method:bPrediction of scour depth around bridge piers in cohesive soils/d곽기석  ap. 13-21:b삽도;c30 cm  a곽기석, 정회원 한국건설기술연구원 토목연구부 토질및기초연구그룹 선임연구원bkskwak@kict.re.kr  aCohesive soilsaEquivalent timeaErosion rateaPier scouraShear stress1 a곽기석,d1967-0KAC2016370614aut0 t한국지반공학회논문집.d韓國地盤工學會.g18권 2호(2002년 4월), p. 13-21q18:2<13w(011001)KSE199900440,x1229-242710aKwak, Ki Seok