Novel evaluation method based on critical arch height as instability criterion for sustaining arch locked-segment-type slopes

Novel evaluation method based on critical arch height as instability criterion for sustaining arch locked-segment-type slopes

Abstract In sustaining arch locked-segment-type slopes, natural soil arches play a key anti-sliding role in the slope's evolution. In this study, a self-developed model test device was used to simulate the whole process of deformation evolution of sustaining arch locked-segment-type slopes, and...

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Bibliographic Details
Main Authors: Lijin Wang, Hang Jia, Tong Jiang, Junran Zhang, Yanchang Jia, Longfei Li, Li Wan
Format: Article
Language:English
Published: Nature Portfolio 2024-04-01
Series:Scientific Reports
Subjects:
Landslide
Model test
Locked-segment
Sustaining arch
Critical arch height
Instability prediction and early warning
Online Access:https://doi.org/10.1038/s41598-024-58737-w

Internet

https://doi.org/10.1038/s41598-024-58737-w

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