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
College of Geological Engineering and Geomatics/Key Laboratory of Western China Mineral Resources and Geological Engineering, Chang'an University, Xi'an, Shaanxi, 710054, China
Jianbing Peng
College of Geological Engineering and Geomatics/Key Laboratory of Western China Mineral Resources and Geological Engineering, Chang'an University, Xi'an, Shaanxi, 710054, China
College of Geological Engineering and Geomatics/Key Laboratory of Western China Mineral Resources and Geological Engineering, Chang'an University, Xi'an, Shaanxi, 710054, China
Yi Zhu
College of Land Engineering, Chang'an University, Xi'an, Shaanxi, 710054, China
Jiaxu Kong
College of Geological Engineering and Geomatics/Key Laboratory of Western China Mineral Resources and Geological Engineering, Chang'an University, Xi'an, Shaanxi, 710054, China
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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.
The Revised Infinite Slope Model (RISM) is proposed using the equal differential unit method and...
