Stability assessment of a slope under a transformer substation using numerical modelling
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
2011-08-01
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
DOI10.1007/s10064-010-0318-7
文献子类Article
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关键词STRENGTH-REDUCTION ; LANDSLIDE
WOS研究方向Engineering ; Geology
语种英语
出版者SPRINGER HEIDELBERG
WOS记录号WOS:000293184800003
内容类型期刊论文
源URL[http://ir.iggcas.ac.cn/handle/132A11/74198]  
专题中国科学院地质与地球物理研究所
通讯作者Li, H. J.
作者单位1.China Coal Res Inst, Inst Mine Safety Technol, Beijing 100013, Peoples R China
2.Chinese Acad Sci, Inst Geol & Geophys, Beijing 100029, Peoples R China
3.Chinese Acad Sci, Inst Rock & Soil Mech, Wuhan 430071, Peoples R China
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.
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