| Pre-Stressed Rope Reinforced Anti-Sliding Pile |
| |
| 引用本文： | XU Jun WANG Chenghua. Pre-Stressed Rope Reinforced Anti-Sliding Pile[J]. 武汉大学学报:自然科学英文版, 2006, 11(4): 887-891. DOI: 10.1007/BF02830182 |
| |
| 作者姓名： | XU Jun WANG Chenghua |
| |
| 作者单位： | [1]Institute of Mountain Hazards and Environment,Chinese Academy Sciences, Chengdu 610041, Sichuan, China [2]Graduate University of Chinese Academy of Sciences,Beijing 100049, China |
| |
| 基金项目： | 中国科学院知识创新工程项目 |
| |
| 摘 要： | Pre-stressed rope reinforced anti-sliding pile is a composite anti-sliding structure. It is made up of pre-stressed rope and general anti-sliding pile. It can bring traditional anti-sliding pile＇s retaining performance into full play, and to treat with landslide fast and economically. The difference between them is that the pre-stressed rope will transfix the whole anti- sliding pile through a prearranged pipe in this structure. The working mechanics, the design method and economic benefit are studied. The results show that the pre-stressed rope reinforced anti-sliding pile can treat with the small and middle landslides or high slopes well and possess the notable advantage of technology and economic.
|
| 关 键 词： | 抗滑桩 基础加固 地基基础 预压绳 |
| 文章编号： | 1007-1202（2006）04-0887-05 |
| 收稿时间： | 2005-11-10 |
Pre-stressed rope reinforced anti-sliding pile |
| |
| Xu Jun,Wang Chenghua. Pre-stressed rope reinforced anti-sliding pile[J]. Wuhan University Journal of Natural Sciences, 2006, 11(4): 887-891. DOI: 10.1007/BF02830182 |
| |
| Authors: | Xu Jun Wang Chenghua |
| |
| Affiliation: | (1) Institute of Mountain Hazards and Environment, Chinese Academy Sciences, 610041 Chengdu, Sichuan, China;(2) Graduate University of Chinese Academy of Sciences, 100049 Beijing, China |
| |
| Abstract: | Pre-stressed rope reinforced anti-sliding pile is a composite anti-sliding structure. It is made up of pre-stressed rope and general anti-sliding pile. It can bring traditional anti-sliding pile's retaining performance into full play, and to treat with landslide fast and economically. The difference between them is that the pre-stressed rope will transfix the whole anti-sliding pile through a prearranged pipe in this structure. The working mechanics, the design method and economic benefit are studied. The results show that the pre-stressed rope reinforced anti-sliding pile can treat with the small and middle landslides or high slopes well and possess the notable advantage of technology and economic. |
| |
| Keywords: | pre-stressed rope anti-sliding pile composite anti-sliding structure |
| 本文献已被 CNKI 维普 万方数据 SpringerLink 等数据库收录！ |
