| 利用挤密砂桩处理因挤土效应引起的桩位偏移 |
| |
| 引用本文： | 高晓燕. 利用挤密砂桩处理因挤土效应引起的桩位偏移[J]. 山西建筑, 2004, 30(18): 69-70 |
| |
| 作者姓名： | 高晓燕 |
| |
| 作者单位： | 河南省交通规划勘察设计院,河南,郑州,450052 |
| |
| 摘 要： | 针对挤土桩在打桩过程中产生的明显挤土效应，以圆柱孔扩张理论为基础来分析打桩过程产生的桩周土位移，提出了采用砂桩进行纠偏的可行性。
|
| 关 键 词： | 挤土效应 塑性区 桩位偏移 |
| 文章编号： | 1009-6825(2004)18-0069-02 |
| 修稿时间： | 2004-05-09 |
Use compaction pile to treat pile off set caused by squeezing soil effect |
| |
| GAO Xiao yan. Use compaction pile to treat pile off set caused by squeezing soil effect[J]. Shanxi Architecture, 2004, 30(18): 69-70 |
| |
| Authors: | GAO Xiao yan |
| |
| Abstract: | Compacting effect is caused in the constructing process of compaction pile, this effect can be used to treat deviation of piles caused by driving piles. Based on column cavities method, the displacement of soil around piles is analysized. |
| |
| Keywords: | compacting effect plastic zone deviation of piles |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
