Stability analysis of composite soil-nailing wall with prestressed anchors
Hui, Chen-Yi1,2; Zhu, Yan-Peng1,2; Ye, Shuai-Hua1,2
2013-10-01
发表期刊Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering
ISSN10004548
卷号35期号:SUPPL.2页码:325-329
摘要Based on the limit equilibrium theory and the slice analysis method for the stability of soil-nailing structure, according to the assumption of parabolic slip surface for the relationship between the composite soil-nailing support structure and the stability factor of safety, using the geometric relationship and the integration method, a searching model for the most dangerous slip surface is established, and a formula for stability factor of safety is derived. The function relations between the geometrical controlling parameters of sliding surface and the stability factor of safety are deduced. The integral stability of a foundation pit with prestressed anchor composite soil nailing structure in Lanzhou is calculated by using the genetic algorithms. Finally, based on the circular sliding failure model, the stability factor of safety is compared and analyzed. The results show that the proposed method can avoid the optimization design into the local minimum value. Therefore, it is proved that this method has the calculation efficiency and certain accuracy.
关键词Anchorages (concrete construction) Convergence of numerical methods Genetic algorithms Geotechnical engineering Safety factor Soils Supports Composite soil nailing Composite soil-nailing walls Geometric relationships Limit equilibrium theory Most dangerous slip surfaces Parabola Slip surfaces Soil nailing structures
收录类别EI
语种中文
出版者Chinese Society of Civil Engineering
EI入藏号20140117166044
EI主题词Stability
EI分类号409 Civil Engineering, General - 412 Concrete - 481 Geology and Geophysics - 483.1 Soils and Soil Mechanics - 914.1 Accidents and Accident Prevention - 921.6 Numerical Methods
来源库Compendex
分类代码409 Civil Engineering, General - 412 Concrete - 481 Geology and Geophysics - 483.1 Soils and Soil Mechanics - 914.1 Accidents and Accident Prevention - 921.6 Numerical Methods
文献类型期刊论文
条目标识符https://ir.lut.edu.cn/handle/2XXMBERH/113307
专题土木工程学院
作者单位1.School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China;
2.Key Laboratory of Disaster Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou 730050, China
第一作者单位土木工程学院;  兰州理工大学
第一作者的第一单位土木工程学院
推荐引用方式
GB/T 7714
Hui, Chen-Yi,Zhu, Yan-Peng,Ye, Shuai-Hua. Stability analysis of composite soil-nailing wall with prestressed anchors[J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering,2013,35(SUPPL.2):325-329.
APA Hui, Chen-Yi,Zhu, Yan-Peng,&Ye, Shuai-Hua.(2013).Stability analysis of composite soil-nailing wall with prestressed anchors.Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering,35(SUPPL.2),325-329.
MLA Hui, Chen-Yi,et al."Stability analysis of composite soil-nailing wall with prestressed anchors".Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering 35.SUPPL.2(2013):325-329.
条目包含的文件
条目无相关文件。
个性服务
查看访问统计
谷歌学术
谷歌学术中相似的文章
[Hui, Chen-Yi]的文章
[Zhu, Yan-Peng]的文章
[Ye, Shuai-Hua]的文章
百度学术
百度学术中相似的文章
[Hui, Chen-Yi]的文章
[Zhu, Yan-Peng]的文章
[Ye, Shuai-Hua]的文章
必应学术
必应学术中相似的文章
[Hui, Chen-Yi]的文章
[Zhu, Yan-Peng]的文章
[Ye, Shuai-Hua]的文章
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。