In order to verify the applicability of the empirical soil compaction curve parameter model, the application effects of 10 soil compaction curve parameter models were compared and analyzed by using the indoor uniaxial compression test data of undisturbed soil and disturbed soil of typical black soil in Northeast China. The results showed that the Fredlund-Xing, Logistic, Kosugi and Gompertz models could fit the load pressure-soil void ratio data well, and their R² were greater than 0.998 and RMSE were less than 0.004, which could be used to fit the soil compaction curve. Among them, the 5-parameter Fredlund-Xing model had the best effect, with R²>0.998 and RMSE<0.003. It is recommended for use in practical research. The results of this study can provide a reference for the quantitative simulation of soil compaction process and compaction risk assessment.