Field-based investigation of failure modes and thresholds of granite residual soil slopes under heavy rainfall conditions.

Field-based investigation of failure modes and thresholds of granite residual soil slopes under heavy rainfall conditions.

Rainfall is a primary coefficient of slope instability. To study patterns of slope failure mode and key index threshold values of slope instability under varying rainfall intensities, real-time data from in-situ monitoring tests of an engineering slope were utilized. This data facilitated the analys...

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Bibliographic Details
Main Authors: Li Ronghua, Wu Fu, Jiang Siyi, He Minning, Pan Hongjian
Format: Article
Language:English
Published: Public Library of Science (PLoS) 2025-01-01
Series:PLoS ONE
Online Access:https://doi.org/10.1371/journal.pone.0317836
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