文中首先介绍了细粒土单向压缩曲线的研究现状和成果,并重点介绍了当前有关细粒土压缩特性研究的最新成果—全压缩曲线方程,分析了方程参数对压实曲线形状的影响。并和以前的研究成果与最新的研究成果相对比,通过对试验结果的回归分析,验证了方程的正确性和精确性。 In this paper, the research status and achievements of the uniaxial compression curve of fine grained soil are introduced firstly. At the same time, the latest achievements on the study of the compression characteristics of fine grained soil - the fully compressed curve equation are mainly introduced. The influence of the equation parameters on the shape of the compacting curve is also analyzed. And compared with the previous research results and the latest research results, through the regression analysis of the test results, the correctness and accuracy of the equations are verified.