Stability assessment of a slope under a transformer substation using numerical modelling
文献类型:期刊论文
作者 | Li, H. J.1; Dai, F. C.2; Li, W. C.2; Xu, L.2; Min, H.3 |
刊名 | BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
![]() |
出版日期 | 2011 |
卷号 | 70期号:3页码:385-394 |
关键词 | Fill slope Deformation mechanism Numerical modelling Strength reduction |
ISSN号 | 1435-9529 |
DOI | 10.1007/s10064-010-0318-7 |
英文摘要 | This paper presents an analysis of the deformation mechanism and stability assessment of a slope in Yunnan Province, China. Field investigations indicated that the deformation of the slope was caused by the combined effects of the unfavorable topographical, geological and hydrogeological conditions and the placement of man-made fill. The stability of the slope was assessed by 3D numerical modeling which showed that the factor of safety of the slope was 1.1 in the natural state but reduced to 1.03 after fill was placed. Pile reinforcement was undertaken, which raised the factor of safety to 1.27. |
WOS研究方向 | Engineering ; Geology |
语种 | 英语 |
WOS记录号 | WOS:000293184800003 |
出版者 | SPRINGER HEIDELBERG |
源URL | [http://119.78.100.198/handle/2S6PX9GI/3299] ![]() |
专题 | 岩土力学所知识全产出_期刊论文 |
作者单位 | 1.China Coal Res Inst, Inst Mine Safety Technol ; 2.Chinese Acad Sci, Inst Geol & Geophys ; 3.Chinese Acad Sci, Inst Rock & Soil Mech |
推荐引用方式 GB/T 7714 | Li, H. J.,Dai, F. C.,Li, W. C.,et al. Stability assessment of a slope under a transformer substation using numerical modelling[J]. BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,2011,70(3):385-394. |
APA | Li, H. J.,Dai, F. C.,Li, W. C.,Xu, L.,&Min, H..(2011).Stability assessment of a slope under a transformer substation using numerical modelling.BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT,70(3),385-394. |
MLA | Li, H. J.,et al."Stability assessment of a slope under a transformer substation using numerical modelling".BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT 70.3(2011):385-394. |
入库方式: OAI收割
来源:武汉岩土力学研究所
浏览0
下载0
收藏0
其他版本
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。