中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Analysis of three-dimensional slope stability combined with rainfall and earthquake

文献类型:期刊论文

作者Wang, Jiao1,2; Wang, Zhangxing1,2; Sun, Guanhua1,2; Luo, Hongming1,2
刊名NATURAL HAZARDS AND EARTH SYSTEM SCIENCES
出版日期2024-05-15
卷号24期号:5页码:1741-1756
ISSN号1561-8633
DOI10.5194/nhess-24-1741-2024
英文摘要In the current context of global climate change, geohazards such as earthquakes and extreme rainfall pose a serious threat to regional stability. We investigate a three-dimensional (3D) slope dynamic model under earthquake action, derive the calculation of seepage force and the normal stress expression of slip surface under seepage and earthquake, and propose a rigorous overall analysis method to solve the safety factor of slopes subjected to combined with rainfall and earthquake. The accuracy and reliability of the method is verified by two classical examples. Finally, the effects of soil permeability coefficient, porosity, and saturation on slope stability under rainfall in a project located in the Three Gorges Reservoir area are analyzed. The safety evolution of the slope combined with both rainfall and earthquake is also studied. The results indicate that porosity has a greater impact on the safety factor under rainfall conditions, while the influence of permeability coefficient and saturation is relatively small. With the increase of horizontal seismic coefficient, the safety factor of the slope decreases significantly. The influence of earthquake on slope stability is significantly greater than that of rainfall. The corresponding safety factor when the vertical seismic action is vertically downward is smaller than that when it is vertically upward. When considering both horizontal and vertical seismic effects, slope stability is lower.
资助项目National Natural Science Foundation of China
WOS研究方向Geology ; Meteorology & Atmospheric Sciences ; Water Resources
语种英语
WOS记录号WOS:001222542200001
出版者COPERNICUS GESELLSCHAFT MBH
源URL[http://119.78.100.198/handle/2S6PX9GI/41339]  
专题中科院武汉岩土力学所
通讯作者Luo, Hongming
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
2.Univ Chinese Acad Sci, Beijing 100049, Peoples R China
推荐引用方式
GB/T 7714
Wang, Jiao,Wang, Zhangxing,Sun, Guanhua,et al. Analysis of three-dimensional slope stability combined with rainfall and earthquake[J]. NATURAL HAZARDS AND EARTH SYSTEM SCIENCES,2024,24(5):1741-1756.
APA Wang, Jiao,Wang, Zhangxing,Sun, Guanhua,&Luo, Hongming.(2024).Analysis of three-dimensional slope stability combined with rainfall and earthquake.NATURAL HAZARDS AND EARTH SYSTEM SCIENCES,24(5),1741-1756.
MLA Wang, Jiao,et al."Analysis of three-dimensional slope stability combined with rainfall and earthquake".NATURAL HAZARDS AND EARTH SYSTEM SCIENCES 24.5(2024):1741-1756.

入库方式: OAI收割

来源:武汉岩土力学研究所

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