01038na  a2200181   4500001001300000005001500013008004100028040001100069041001300080052002300093245025700116300003000373545011200403653014300515700004100658773013900699900001800838KSI00013559620040224154452031010s2003    ulka          000   kor    a0110010 aengbkor01a532.205b대493ㅎ00aDetermination of critical state parameters in sandy soils from standard triaxial testing (I):bReview and application=x표준삼축시험으로부터 사질토에서의 한계상태정수 결정에 관한 연구 (I):b고찰 및 적용/dCho, Gye Chun  ap. 61-75:b삽도;c30 cm  aCho, Gye Chun, Member, Assistant Prof., Civil ＆ environmental engrg, KAIST, Daejeon.bgyechun@kaist.ac.kr  a표준삼축시험aCritical stateaCritical state parametersaFriction angleaPost-liquefactionaSandy soilaShear strengthaSteady state1 a조계춘,d1970-0KAC2017015424aut0 t한국지반공학회논문집.d韓國地盤工學會.g19권 1호(2003년 2월), p. 61-75q19:1<61w(011001)KSE199900440,x1229-242710aCho, Gye Chun