应用离心模型试验研究软基变形性状

Study on Deformation Behavior of Soft Clay Ground with centrifugal Model Test

本文通过一组离心模型试验，比较系统地研究了高填土路堤下软土地基在采用砂井排水固结或采用土工织物加筋垫层等不同方法处置后的变形性状，所得之试验成果既有针对性，又具有普遍性，对软土路基的设计与施工有一定的指导意义。

This paper discusses systematically the consolidation behavior of soft clay ground treated by differentmethods(e.g. sand drain or plastic drain)with the aid of centrifugal modeI test.The research are of both particu-larity and generality,and the test results are very useful for designing and constructing the soft clay ground underhighway embankment.