Shallow-landslide stability evaluation in loess areas according to the Revised Infinite Slope Model: a case study of the 7.25 Tianshui sliding-flow landslide events of 2013 in the southwest of the Loess Plateau, China
Abstract I D) prediction curve of the rainfall-induced shallow loess landslides for different slopes was constructed and combined with the characteristics of rainfall infiltration for use in forecasting regional shallow loess landslides. Additionally, the influence of loess strength on the shallow loess landslide stability was analyzed. The shallow loess landslide stability responds to slope and cohesion but is not sensitive to the internal friction angle.
- Location
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Deutsche Nationalbibliothek Frankfurt am Main
- Extent
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Online-Ressource
- Language
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Englisch
- Bibliographic citation
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Shallow-landslide stability evaluation in loess areas according to the Revised Infinite Slope Model: a case study of the 7.25 Tianshui sliding-flow landslide events of 2013 in the southwest of the Loess Plateau, China ; volume:24 ; number:7 ; year:2024 ; pages:2615-2631 ; extent:17
Natural hazards and earth system sciences ; 24, Heft 7 (2024), 2615-2631 (gesamt 17)
- Creator
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Zhuang, Jianqi
Peng, Jianbing
Du, Chenhui
Zhu, Yi
Kong, Jiaxu
- DOI
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10.5194/nhess-24-2615-2024
- URN
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urn:nbn:de:101:1-2408061435202.544178903917
- Rights
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Open Access; Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
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14.08.2025, 10:52 AM CEST
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Associated
- Zhuang, Jianqi
- Peng, Jianbing
- Du, Chenhui
- Zhu, Yi
- Kong, Jiaxu
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