CORC  > 兰州理工大学  > 兰州理工大学  > 土木工程学院
Stability analysis of grillage supporting structure with prestressed anchors
Zhu, Yan-Peng; Zheng, Heng; Li, Zhong
刊名Yantu Lixue/Rock and Soil Mechanics
2006-10-01
卷号27期号:SUPPL.页码:746-750
关键词Anchorages (foundations) Failure (mechanical) Genetic algorithms Prestressing Shear strength Slope stability Circular slice method Prestressed anchor Slip surface
ISSN号10007598
英文摘要Based on the limit equilibrium theory and the failure model of grillage supporting structure with prestressed anchor, using Bishop method for slope stability, and considering vertical inter-slice shearing force effects on the shear strength of soil side-slope, the search model of the most dangerous slip surface is set up; ann the solving formula of stability factor is derived; calculation of integral stability of slip surface has been carried out by using the genetic algorithms. The method can avoid getting in local minimum in optimal design; and it has more credible and accurate advantage.
语种中文
出版者Academia Sinica, Wuhan, 430071, China
内容类型期刊论文
源URL[http://ir.lut.edu.cn/handle/2XXMBERH/112015]  
专题土木工程学院
作者单位School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China
推荐引用方式
GB/T 7714
Zhu, Yan-Peng,Zheng, Heng,Li, Zhong. Stability analysis of grillage supporting structure with prestressed anchors[J]. Yantu Lixue/Rock and Soil Mechanics,2006,27(SUPPL.):746-750.
APA Zhu, Yan-Peng,Zheng, Heng,&Li, Zhong.(2006).Stability analysis of grillage supporting structure with prestressed anchors.Yantu Lixue/Rock and Soil Mechanics,27(SUPPL.),746-750.
MLA Zhu, Yan-Peng,et al."Stability analysis of grillage supporting structure with prestressed anchors".Yantu Lixue/Rock and Soil Mechanics 27.SUPPL.(2006):746-750.
个性服务
查看访问统计
相关权益政策
暂无数据
收藏/分享
所有评论 (0)
暂无评论
 

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。


©版权所有 ©2017 CSpace - Powered by CSpace