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장정욱,박춘식,김은두 국립7개대학공동논문집간행위원회 2003 공업기술연구 Vol.3 No.-
This study analyzed lateral movement of soft ground improved by S.C.P, with fill loading on it. We observed the horizontal displacement of the ground with replacement rate, range and depth as variables, after modeling the S.C.P-improved ground by means of composite ground and sand piles. The results are shown in the following. i) The horizontal displacement decreased as the replacement rate, range and depth increased. ii) When the replacement depth is constant, a raise in replacement rate rather than in replacement range resulted in notable improvement. iii) Less horizontal displacement occurred in the case of modeling the S.C.P-improved ground by means of composite ground han that of sand piles.