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对强夯法处理过湿黄土路基的机理进行了探讨,并结合工程实践,通过测试强夯法处理前后过湿黄土路基各项物理力学参数的变化,分析了强夯法处理过湿黄土路基的适用性和有效性。结果显示,强夯法对过湿黄土路基的处理效果良好,有效处理深度约为3.5m;为强夯法处理过湿黄土地基提供了理论和实践参考。
In this paper, the mechanism of dynamic compaction treatment of wet loess roadbed was discussed. Combined with engineering practice, by testing the changes of physical and mechanical parameters of over-wet loess roadbed before and after dynamic compaction, the effect of dynamic compaction on the treatment of wet loess roadbed Applicability and effectiveness. The results show that the dynamic compaction method has a good treatment effect on the over-humid loess roadbed, and the effective treatment depth is about 3.5m. It provides a theoretical and practical reference for the treatment of wet-loess foundation by dynamic compaction.