Sensitivity of High Fill Slope Stability Factors under Seismic Conditions

doi:10.1007/s11204-020-09678-9

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	Sensitivity of High Fill Slope Stability Factors under Seismic Conditions
	Anping, Huang; Shuaihua, Ye
刊名	Soil Mechanics and Foundation Engineering
	2020-11-01
卷号	57 期号:5 页码:356-363
关键词	Seismology Slope protection Calculation results Cosine similarity Grey correlation analysis Grey relational analysis Seismic condition Sensitivity evaluation Stability factor Vector similarity
ISSN号	00380741
DOI	10.1007/s11204-020-09678-9
英文摘要	An evaluation method based on vector similarity is introduced to determine the sensitivity of stability factors of high fill slope under seismic action in this paper. The Euclidean similarity and cosine similarity of slope stability factors are calculated. In addition, grey relational analysis method is used to calculate the case, and the three calculation results are compared. The results show that the sensitivity ranking results of high fill slope stability factors obtained by cosine similarity and grey correlation analysis are consistent, and slightly different from those obtained by Euclidean similarity. This indicates that cosine similarity method is more suitable for sensitivity evaluation of high fill slope stability factors than Euclidean similarity method. © 2020, Springer Science+Business Media, LLC, part of Springer Nature.
WOS研究方向	Engineering
语种	英语
出版者	Springer
WOS记录号	WOS:000591229000001
内容类型	期刊论文
源URL	[http://ir.lut.edu.cn/handle/2XXMBERH/150813]
专题	土木工程学院
作者单位	School of Civil Engineering; Key Laboratory of Disaster Mitigation in Civil Engineering of Gansu Province, Testing Center of Geotechnical Engineering and Foundation, Lanzhou University of Technology, Lanzhou, China
推荐引用方式 GB/T 7714	Anping, Huang,Shuaihua, Ye. Sensitivity of High Fill Slope Stability Factors under Seismic Conditions[J]. Soil Mechanics and Foundation Engineering,2020,57(5):356-363.
APA	Anping, Huang,&Shuaihua, Ye.(2020).Sensitivity of High Fill Slope Stability Factors under Seismic Conditions.Soil Mechanics and Foundation Engineering,57(5),356-363.
MLA	Anping, Huang,et al."Sensitivity of High Fill Slope Stability Factors under Seismic Conditions".Soil Mechanics and Foundation Engineering 57.5(2020):356-363.