Evidence map›Paper›PMID 40875634›Full record

ArticlePloS one2025

Research on the deformation mechanisms of accumulated landslides induced by different rain patterns based on flume model tests.

Wu Yi, Hong Luo, Xiaohu Huang, Xiaohan Zhu, Zhengyu Wang, Yong Li

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Article in PloS one, 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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1 · What the graph read from it

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4 · The record

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5 · Who and what money

Authors and funding

6 authors.

Wu YiCollege of Civil Engineering and Architecture, China Three Gorges University, Yichang, China.
Hong LuoCollege of Civil Engineering and Architecture, China Three Gorges University, Yichang, China.
Xiaohu HuangCollege of Civil Engineering and Architecture, China Three Gorges University, Yichang, China.ORCID 0000-0002-5028-5919
Xiaohan ZhuCollege of Civil Engineering and Architecture, China Three Gorges University, Yichang, China.
Zhengyu WangXingshan County Land Consolidation Center, Yichang, Hubei, China.
Yong LiHydrogeological and Engineering Geological Brigade, Hubei Provincial Bureau of Geology, Jingzhou, Hubei, China.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

In the context of intensifying global environmental pressures, heavy rainfall in extreme climate regions significantly increases landslide risks, threatening societal stability and sustainable development. While research on rainfall-induced landslides is well-established, the deformation and instability mechanisms of landslides under complex rainfall patterns warrant further investigation. This study focuses on the Wangjiapo landslide in the Three Gorges Reservoir area. Through comprehensive field investigations, deformation monitoring, and rainfall data analysis, we systematically characterized the landslide's deformation characteristics. Employing the similarity theory, a flume model experiment was designed to simulate four distinct rainfall patterns. Real-time monitoring of parameters, including slope displacement, pore water pressure, soil pressure, and moisture content, was conducted using multiple sensors, such as pull wire displacement sensors, pore water pressure sensors, and soil pressure sensors. The macroscopic deformation and internal stress variations of the landslide under varying rainfall conditions were thoroughly analyzed. Statistical processing of experimental data facilitated a comparative analysis with in-situ monitoring data, with further validation performed using Geo-Studio numerical simulation methods. Through these integrated approaches, this study elucidates the influence of different rain patterns on the deformation and failure mechanisms of accumulated landslides. Our findings highlight the critical role of rainfall intensity and rainfall time series in driving landslide deformation, identifying pore water pressure and shear strength variations as crucial factors inducing landslide instability. Furthermore, we delineate four distinct stages of the landslide failure process and characterize the temporal and spatial evolution of the instability mechanism, addressing a critical gap in understanding the deformation mechanisms of landslides under complex rainfall patterns. These results provide valuable insights for landslide monitoring and early warning systems and inform strategies for landslide disaster monitoring and prevention.

Indexed as

LandslidesModels, TheoreticalRainEnvironmental MonitoringSoilSoil

Identifiers

PMID40875634
PMCPMC12393780

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.