Natural Hazards and Earth System Sciences
Natural Hazards and Earth System Sciences
NHESS
Articles | Volume 24, issue 7
Articles | Volume 24, issue 7
https://doi.org/10.5194/nhess-24-2615-2024
© Author(s) 2024. This work is distributed under
the Creative Commons Attribution 4.0 License.
https://doi.org/10.5194/nhess-24-2615-2024
© Author(s) 2024. This work is distributed under
the Creative Commons Attribution 4.0 License.
Articles | Volume 24, issue 7
Research article
 | 
30 Jul 2024
Research article |  | 30 Jul 2024

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

Jianqi Zhuang, Jianbing Peng, Chenhui Du, Yi Zhu, and Jiaxu Kong

Viewed

Total article views: 2,513 (including HTML, PDF, and XML)
HTML PDF XML Total BibTeX EndNote
1,795 633 85 2,513 84 121
  • HTML: 1,795
  • PDF: 633
  • XML: 85
  • Total: 2,513
  • BibTeX: 84
  • EndNote: 121
Views and downloads (calculated since 19 May 2022)
Cumulative views and downloads (calculated since 19 May 2022)

Viewed (geographical distribution)

Total article views: 2,513 (including HTML, PDF, and XML) Thereof 2,338 with geography defined and 175 with unknown origin.
Country # Views %
  • 1
1
 
 
 
 

Cited

Latest update: 03 Nov 2025
Download
Short summary
The Revised Infinite Slope Model (RISM) is proposed using the equal differential unit method and correcting the deficiency of the safety factor increasing with the slope increasing when the slope is larger than 40°, as calculated using the Taylor slope infinite model. The intensity–duration (I–D) prediction curve of the rainfall-induced shallow loess landslides with different slopes was constructed and can be used in forecasting regional shallow loess landslides.
Read more
Share
Altmetrics
Final-revised paper
Preprint