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黄土强夯理论研究与施工验证[刊]/高思毅等//石油工程建设.-1992,18(3).-1～5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、分析,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。
Research on Loess Dynamic Compaction Theory and Construction Validation [J] / Gosi et al. / Petroleum Engineering Construction.-1992,18 (3) .- 1 ~ 5 The stability of loess foundation under external loads is an important issue in construction engineering. Ramming loess foundation reinforcement for two reasons: crowded soil and body wave shock soil vibration. Based on the analysis and study of the actual situation of the experiment and construction, the theoretical expression of ramming pit depth, depth of influence and depth of reinforcement in dynamic compaction loess foundation is derived and verified according to the actual project, which enriches and improves the dynamic compaction design and Construction Technology Theory.