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 |
ISSN | 10004548 |
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. |
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