| 边坡工程中抗滑桩最大桩间距的探讨 |
| |
| 引用本文： | 刘颖,覃仁辉,李先光.边坡工程中抗滑桩最大桩间距的探讨[J].贵州工业大学学报(自然科学版),2006,35(5):56-60. |
| |
| 作者姓名： | 刘颖 覃仁辉 李先光 |
| |
| 作者单位： | 贵州大学土建学院,贵州,贵阳,550003 |
| |
| 摘 要： | 在对滑坡工程中抗滑桩间土拱效应的力学模型分析的基础上,提出利用抗滑桩间能形成土拱的条件来控制抗滑桩的最大桩间距；并确定出桩前存在稳定土体及不存在稳定土体两种情况下最大桩间距的公式,最后以实际工程来说明最大桩间距的计算过程,是确定抗滑桩的桩间距理论的一种有意义的探讨。
|
| 关 键 词： | 抗滑桩 土拱效应 最大桩间距 |
| 文章编号： | 1009-0193（2006）05-0056-05 |
| 收稿时间： | 2006-07-25 |
| 修稿时间： | 2006年7月25日 |
Discussion on Suitable Spacing between Adjacent Anti-sliding Piles in Some Cutting Slope Project |
| |
| LIU Ying,QIN Ren-hui,LI Xian-guang.Discussion on Suitable Spacing between Adjacent Anti-sliding Piles in Some Cutting Slope Project[J].Journal of Guizhou University of Technology(Natural Science Edition),2006,35(5):56-60. |
| |
| Authors: | LIU Ying QIN Ren-hui LI Xian-guang |
| |
| Institution: | School of Architecture and Civil Engineering,Guizhou University,Guiyang 550003, China |
| |
| Abstract: | Based on the analysis of the soil arch effect between adjacent anti- slide piles in some cutting slope project,it is proposed that suitable spacing can be controlled by using adjacent anti- pile to form rail arch.Two suitable spacing formula can be deduced in case of existence of the stable soil body and in case of nonexistence of stable soil body.Finally the calculation process from an actual engineering was explained,it is a kind of meaningful study for anti - pile suitable spacing theories. |
| |
| Keywords: | Anti-sliding pile soil arch effect maximum spacing |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
