| 预应力锚索加固粘性土坡设计分析 |
| |
| 引用本文： | 孙凯,孙学毅. 预应力锚索加固粘性土坡设计分析[J]. 预应力技术, 2010, 14(3): 19-20 |
| |
| 作者姓名： | 孙凯 孙学毅 |
| |
| 作者单位： | 海南海凯岩士工程有限公司,海南海口570206 |
| |
| 摘 要： | 本文采用极限分析法导出求解粘性土坡稳定角试算公式。提出锚固粘性土坡要进行锚固系统的稳定性分析并引用设计实例，验算锚固系统稳定性分析结果。
|
| 关 键 词： | 粘性土坡 设计实例 预应力锚索加固 系统稳定性分析 锚固系统 极限分析法 稳定角 |
Design analysis of prestressed anchor cable reinforcement of viscous soil slope |
| |
| Kai Sun,Xueyi Sun. Design analysis of prestressed anchor cable reinforcement of viscous soil slope[J]. Prestress Technology, 2010, 14(3): 19-20 |
| |
| Authors: | Kai Sun Xueyi Sun |
| |
| Affiliation: | Hainan Haikai Yanshi Engineering Co., LTD. Haikou 570206, China |
| |
| Abstract: | In this paper, the limit analysis method is used to derive a trial formula for calculating the stability Angle of viscous slope. It is proposed that the stability analysis of the anchorage system should be carried out for the anchorage viscous soil slope. |
| |
| Keywords: | Sticky soil slope Design examples Prestressed anchor cable reinforcement System stability analysis Anchorage system Limit analysis method Angle of stability |
| 本文献已被 维普 等数据库收录！ |
| 点击此处可从《预应力技术》浏览原始摘要信息 |
|
点击此处可从《预应力技术》下载全文 |
