Articles | Volume 23, issue 11
https://doi.org/10.5194/nhess-23-3425-2023
https://doi.org/10.5194/nhess-23-3425-2023
Research article
 | 
09 Nov 2023
Research article |  | 09 Nov 2023

A new analytical method for stability analysis of rock blocks with basal erosion in sub-horizontal strata by considering the eccentricity effect

Xushan Shi, Bo Chai, Juan Du, Wei Wang, and Bo Liu

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Short summary
A 3D stability analysis method is proposed for biased rockfall with external erosion. Four failure modes are considered according to rockfall evolution processes, including partial damage of underlying soft rock and overall failure of hard rock blocks. This method is validated with the biased rockfalls in the Sichuan Basin, China. The critical retreat ratio from low to moderate rockfall susceptibility is 0.33. This method could facilitate rockfall early identification and risk mitigation.
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