| 巢湖港巢城港区工程堤防滑坡原因分析 |
| |
| 引用本文： | 吴伟.巢湖港巢城港区工程堤防滑坡原因分析[J].安徽建筑工业学院学报,2009,17(4):31-35. |
| |
| 作者姓名： | 吴伟 |
| |
| 作者单位： | 安徽省水利水电勘测设计院,合肥,230022 |
| |
| 摘 要： | 水利建设中的基础土层性质差异较大,所以软基上的堤防滑坡成因复杂.本文以巢湖港巢城港区堤防为研究对象,根据巢城港区所在的地质条件,利用相关行业软件,对滑坡的成因进行分析.根据分析结果,作者对巢城港区堤防滑坡的预防和处理提出了建议.
|
| 关 键 词： | 巢湖港 巢城港区 堤防滑坡 成因分析 稳定性评价 建议 |
Embankment landslide analysis of Chao Hu City port project |
| |
| WU Wei.Embankment landslide analysis of Chao Hu City port project[J].Journal of Anhui Institute of Architecture(Natural Science),2009,17(4):31-35. |
| |
| Authors: | WU Wei |
| |
| Affiliation: | WU Wei(Water Resources , Hydropower Survey , Design Institute of Anhui Province,Hefei,230022) |
| |
| Abstract: | Due to the different nature of soil layers in the foundation,causes of embankments landslide on soft ground are complicated.This article analyzes the causes of landslides of Chao Hu port project.It bases on the geological conditions and uses related professional software.According to result of analysis,author offers proposals of prevention and treatment. |
| |
| Keywords: | Chao Hu City port embankment landslide analysis evaluation of stability proposal |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
