Analysis of the reliability of soil nailing supporting structure | |
Hui, Chenyi; Zhu, Yanpeng | |
2013 | |
关键词 | Soil nailing supporting structure Limit State Safety Factor Reliability |
卷号 | 353-356 |
DOI | 10.4028/www.scientific.net/AMM.353-356.540 |
页码 | 540-543 |
英文摘要 | Based on the limit equilibrium theory and the failure model of the soil nailing structure, used the circular slice method and the geometric relationship of circular sliding surface with the center of the circle to derive the stability coefficient formula. The most dangerous slip surface was searched by genetic algorithm. To establish the reliability analysis function through the stability coefficient formula. Finally, the reliability calculation of engineering examples, compared the results with the Monte Carlo method, the reliability analysis method was reasonable and valid. |
会议录 | ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4
![]() |
会议录出版者 | TRANS TECH PUBLICATIONS LTD |
会议录出版地 | LAUBLSRUTISTR 24, CH-8717 STAFA-ZURICH, SWITZERLAND |
语种 | 英语 |
WOS研究方向 | Engineering |
WOS记录号 | WOS:000336950100106 |
内容类型 | 会议论文 |
源URL | [http://119.78.100.223/handle/2XXMBERH/36851] ![]() |
专题 | 土木工程学院 |
通讯作者 | Hui, Chenyi |
作者单位 | Lanzhou Univ Technol, Key Lab Disaster Mitigat Civil Engn Gansu Prov, Lanzhou 730050, Peoples R China |
推荐引用方式 GB/T 7714 | Hui, Chenyi,Zhu, Yanpeng. Analysis of the reliability of soil nailing supporting structure[C]. 见:. |
个性服务 |
查看访问统计 |
相关权益政策 |
暂无数据 |
收藏/分享 |
除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。
修改评论