01100na  a2200217   4500001001300000005001500013008004100028040001100069041001300080052003000093245015700123300003200280545009100312545008600403653011400489700005300603700004800656773014200704900001700846900001900863KSI00013551620040225154446031010s2002    ulka          000   kor    a0110010 akorbeng01a532.205b대493ㅎc18(3)00aExcess Pore Water Pressure Response in Soft Clay under Embankment=x성토하부 연약지반에서의 과잉간극수압 거동/d김윤태,a김낙경  ap. 105-112:b삽도;c30 cm  a김윤태, Member, Senior Manager, LG Engrg. and Construction Corp.bkimyt@lgenc.co.kr  a김낙경, Member, Assistant Professor, Dept. of Civil Engrg., Sungkyunkwan Univ.  a성토하부a연약지반a과잉간극수압aEmbankmentaExcess pore water pressureaViscoplastic behavior1 a김윤태,g金允泰,d1967-0KAC2018469624aut1 a김낙경,g金洛瓊,d1962-0KAC2017000790 t한국지반공학회논문집.d韓國地盤工學會.g18권 3호(2002년 6월), p. 105-112q18:3<105w(011001)KSE199900440,x1229-242710aKim, Yun-Tae10aKim, Nak-Kyung