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黄土地基在外荷载作用下的稳定性是建筑工程中一个重要课题,强夯使得黄土地基加固有两种原因:挤密土体与体波冲击振密土体。本文根据对试验与施工实际情况的分析、研究,导出了强夯黄土地基的夯坑深度、影响深度、加固深度等理论表达式,同时依据实际工程予以验证,丰富和完善了强夯设计与施工技术理论。
The stability of loess foundation under external loads is an important issue in the construction project. There are two reasons for the consolidation of loess foundations: compacted soil mass and body wave impact soil. Based on the analysis and research on the actual conditions of the test and construction, this paper derives theoretical expressions such as the crater depth, influence depth, and reinforcement depth of the dynamics loess foundation. At the same time, it is validated based on the actual project and enriches and improves the design and construction of the dynamic rammed earth. Technical theory.