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以自制的简易动力固结装置，对黄土的动力固结特征进行了初步的试验研究，重点探讨了土样在不同夯击次数下的力学参数变化规律。通过与各夯击次数对应的土样的定量化结构效应分析，初步掌握了动力固结过程的结构状态调整规律，并取得了最佳夯击次数的结构标志和相应的综合评价方案。
A preliminary experimental study was conducted on the characteristics of the dynamic consolidation of loess using a self-made simple dynamic consolidation device. The variation of mechanical parameters of soil samples under different number of impacts was discussed. By analyzing the quantitative structure effects of the soil samples corresponding to the number of impacts, the structural state adjustment rules of the dynamic consolidation process were preliminarily grasped, and the structural signs and corresponding comprehensive evaluation plans for the best number of attacks were obtained.