闻临高速公路黄土湿陷性分析

摘要

依托闻喜东镇至临猗孙吉高速公路的工程资料，对AKl3＋630～AKl3＋960高速公路黄土地貌及黄土湿陷性类型进行讨论，通过土工试验研究其物理和力学性质，并简要介绍了强夯法和挤密桩法对本工程的适用性。%Based on the engineering documents along the expressway from Dongzhen of Wenxi to Sunji of Linyi, the paper discusses the loess landform and the category of the loess collapsibility of AK13 + 630 ~ AK13 + 960 expressway, and briefly introduces the availability of the dynam- ic consolidation and the compaction pile method on the project according to the civil experiment and research on its physical and mechanical fea tures.