• 责任者：Xu Jian (Engineering College ; Gansu Agricultural University ; Lanzhou 730070 ; China) ; Wen Shuqiao
• 刊名：Journal of Lanzhou University (Natural Sciences)
• 出版年：2012
• 卷期：48(2)
• 关键词：地基 ; foundations ; 土体结构 ; soil mass structure
• 页码：p.53-56，61
• 图表：illus., 1 table, 9 refs.
• 分类号：1702
• issnNo：ISSN0455-2059
• isbnNo：CN62-1075/N

A time-history analysis was conducted of the dynamic characteristics of the mode of single lime-soil compaction pile and soil in a dark canal located in a collapsible loess foundation and the results indicated that under a horizontal earthquake load, the top of the pile had the biggest displacement. The study of whether the soil and soil can produce a pile group effect and of the changing rule of the node’s displacement and stress under the interaction between the pile group and soil can provide certain references and also a good theoretical basis for an analyisi of the interaction of the pile and soil in upper dark canal structure.