Dynamic stability analysis method of anchored rocky slope considering seismic deterioration effect

Dynamic stability analysis method of anchored rocky slope considering seismic deterioration effect

Abstract The seismic deterioration effects of anchor cables and slope structural planes are often neglected in the dynamic stability analysis of anchored rocky slopes to the extent that the stability of slopes is overestimated. In this paper, a dynamic calculation method for anchored rocky slopes co...

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Bibliographic Details
Main Authors:	Jinqing Jia, Xing Gao, Xiaohua Bao, Xin Xiang, Lihua Zhang, Bingxiong Tu
Format:	Article
Language:	English
Published:	Nature Portfolio 2024-03-01
Series:	Scientific Reports
Subjects:	Anchored rocky slope Dynamic calculation method Newmark displacement method Stability safety factor Gaussian mixture model Failure probability
Online Access:	https://doi.org/10.1038/s41598-024-57413-3

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