Theoretical analysis of dynamic sliding mechanism of rock slope with a bedding structural plane based on stress wave propagation

Abstract The stress at the structural plane of bedding rock slope will change under dynamic load, which may lead to sliding failure risk of the slope. Based on the time-domain recursive method (TDRM), the propagation process of stress waves in viscoelastic rock slope with a nonlinear bedding plane i...

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Bibliographic Details
Main Authors: Shaobo Chai, Boyang Song, Jinhao Liu, Kai Liu, Xinyuan Liu, Jiehui Shi
Format: Article
Language:English
Published: Nature Portfolio 2025-02-01
Series:Scientific Reports
Subjects:
Online Access:https://doi.org/10.1038/s41598-024-72966-z
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