Articles | Volume 10, issue 6
https://doi.org/10.5194/esurf-10-1079-2022
© Author(s) 2022. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
https://doi.org/10.5194/esurf-10-1079-2022
© Author(s) 2022. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
Research article
| 
04 Nov 2022
Research article |
| 04 Nov 2022
| 04 Nov 2022
Failure mode of rainfall-induced landslide of granite residual soil, southeastern Guangxi Province, China
Shanbai Wu
College of Civil Engineering and Architecture, Guangxi University,
Nanning 530004, China
Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning 530004, China
Key Laboratory of Disaster Prevention and Structural Safety of
Ministry of Education, Guangxi University, Nanning 530004, China
Faculty of Engineering, China University of Geosciences, Wuhan 430074, China
Ruihua Zhao
College of Civil Engineering and Architecture, Guangxi University,
Nanning 530004, China
Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning 530004, China
Key Laboratory of Disaster Prevention and Structural Safety of
Ministry of Education, Guangxi University, Nanning 530004, China
Liping Liao
CORRESPONDING AUTHOR
College of Civil Engineering and Architecture, Guangxi University,
Nanning 530004, China
Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning 530004, China
Key Laboratory of Disaster Prevention and Structural Safety of
Ministry of Education, Guangxi University, Nanning 530004, China
Yunchuan Yang
CORRESPONDING AUTHOR
College of Civil Engineering and Architecture, Guangxi University,
Nanning 530004, China
Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning 530004, China
Key Laboratory of Disaster Prevention and Structural Safety of
Ministry of Education, Guangxi University, Nanning 530004, China
Yao Wei
College of Civil Engineering and Architecture, Guangxi University,
Nanning 530004, China
Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning 530004, China
Key Laboratory of Disaster Prevention and Structural Safety of
Ministry of Education, Guangxi University, Nanning 530004, China
Wenzhi Wei
College of Civil Engineering and Architecture, Guangxi University,
Nanning 530004, China
Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning 530004, China
Key Laboratory of Disaster Prevention and Structural Safety of
Ministry of Education, Guangxi University, Nanning 530004, China
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Cited
18 citations as recorded by crossref.
- Research on Benggang identification and deformation monitoring based on optical and Radar data H. Liu et al. https://doi.org/10.1371/journal.pone.0354123
- Hydrometeorological Control Sampling for Rainfall Induced Landslide Susceptibility Modelling Using Multi Source Data and Advanced Learning F. Zhang et al. https://doi.org/10.3390/atmos17080771
- Experimental study on granite-weathered crust landslides with different residual layer thicknesses under heavy rainfall J. Chen et al. https://doi.org/10.5194/esurf-13-861-2025
- Disintegration characteristic of granite residual soil considering pore air escape and different initial states, southern China L. Liao et al. https://doi.org/10.1007/s11440-024-02515-5
- Stability Failure Characteristics of Hanzhong Granitic Residual Soil Slopes Under Coupled Effects of Rainfall Intensity and Slope Inclination H. Jiang et al. https://doi.org/10.3390/app16189197
- Hydraulic driving mechanism of erosion instability in granite red soil steep slopes under simulated rainfall conditions J. Qin et al. https://doi.org/10.1016/j.ijsrc.2026.09.005
- Intelligent evaluation of rock weathering deterioration using sem characterization and deep learning recognition Z. Yu et al. https://doi.org/10.1007/s12145-026-02242-3
- Response of a granite residual soil slope to rainfall based on stable slope angle: from field experiments in northern Guangdong Province, China D. Tan et al. https://doi.org/10.1007/s11069-025-07624-2
- Field-based investigation of failure modes and thresholds of granite residual soil slopes under heavy rainfall conditions L. Ronghua et al. https://doi.org/10.1371/journal.pone.0317836
- Hydro-mechanical reactivation of a dual-sliding-zone ancient landslide controlled by dry-density-dependent water sensitivity X. Lü et al. https://doi.org/10.1007/s11440-026-03153-9
- Effect of rainfall and groundwater on disintegration pattern of granite residual soil in southeast China L. Liao et al. https://doi.org/10.1007/s11629-025-0241-9
- Response of soil–water characteristics to pore structure of granite residual soils Q. Liu et al. https://doi.org/10.1016/j.sandf.2023.101395
- A review of impacts of soil rock fragments on slope erosion: Mechanism and processes S. Ni et al. https://doi.org/10.1002/ldr.5138
- Deformation evolution and failure mechanism of rainfall-induced granite residual soil landsliding event in Northern Guangdong, China D. Tan et al. https://doi.org/10.1007/s10346-024-02403-9
- Physical experimental study on the stability analysis of granite residual soil slope with boulder and dominant channel X. Zhang et al. https://doi.org/10.3389/feart.2025.1733802
- Air escape and disintegration behaviors of granite residual soil H. Lin et al. https://doi.org/10.1016/j.jrmge.2026.03.006
- Influence of size on the compressive strength of tuff under different dry and wet conditions G. Hu et al. https://doi.org/10.1007/s42452-025-08193-6
- Plastic pallet and bamboo pile reinforcement to increase the bearing capacity of the shallow foundation of the BTS tower P. Agung et al. https://doi.org/10.1088/1755-1315/1580/1/012011
18 citations as recorded by crossref.
- Research on Benggang identification and deformation monitoring based on optical and Radar data H. Liu et al. https://doi.org/10.1371/journal.pone.0354123
- Hydrometeorological Control Sampling for Rainfall Induced Landslide Susceptibility Modelling Using Multi Source Data and Advanced Learning F. Zhang et al. https://doi.org/10.3390/atmos17080771
- Experimental study on granite-weathered crust landslides with different residual layer thicknesses under heavy rainfall J. Chen et al. https://doi.org/10.5194/esurf-13-861-2025
- Disintegration characteristic of granite residual soil considering pore air escape and different initial states, southern China L. Liao et al. https://doi.org/10.1007/s11440-024-02515-5
- Stability Failure Characteristics of Hanzhong Granitic Residual Soil Slopes Under Coupled Effects of Rainfall Intensity and Slope Inclination H. Jiang et al. https://doi.org/10.3390/app16189197
- Hydraulic driving mechanism of erosion instability in granite red soil steep slopes under simulated rainfall conditions J. Qin et al. https://doi.org/10.1016/j.ijsrc.2026.09.005
- Intelligent evaluation of rock weathering deterioration using sem characterization and deep learning recognition Z. Yu et al. https://doi.org/10.1007/s12145-026-02242-3
- Response of a granite residual soil slope to rainfall based on stable slope angle: from field experiments in northern Guangdong Province, China D. Tan et al. https://doi.org/10.1007/s11069-025-07624-2
- Field-based investigation of failure modes and thresholds of granite residual soil slopes under heavy rainfall conditions L. Ronghua et al. https://doi.org/10.1371/journal.pone.0317836
- Hydro-mechanical reactivation of a dual-sliding-zone ancient landslide controlled by dry-density-dependent water sensitivity X. Lü et al. https://doi.org/10.1007/s11440-026-03153-9
- Effect of rainfall and groundwater on disintegration pattern of granite residual soil in southeast China L. Liao et al. https://doi.org/10.1007/s11629-025-0241-9
- Response of soil–water characteristics to pore structure of granite residual soils Q. Liu et al. https://doi.org/10.1016/j.sandf.2023.101395
- A review of impacts of soil rock fragments on slope erosion: Mechanism and processes S. Ni et al. https://doi.org/10.1002/ldr.5138
- Deformation evolution and failure mechanism of rainfall-induced granite residual soil landsliding event in Northern Guangdong, China D. Tan et al. https://doi.org/10.1007/s10346-024-02403-9
- Physical experimental study on the stability analysis of granite residual soil slope with boulder and dominant channel X. Zhang et al. https://doi.org/10.3389/feart.2025.1733802
- Air escape and disintegration behaviors of granite residual soil H. Lin et al. https://doi.org/10.1016/j.jrmge.2026.03.006
- Influence of size on the compressive strength of tuff under different dry and wet conditions G. Hu et al. https://doi.org/10.1007/s42452-025-08193-6
- Plastic pallet and bamboo pile reinforcement to increase the bearing capacity of the shallow foundation of the BTS tower P. Agung et al. https://doi.org/10.1088/1755-1315/1580/1/012011
Saved (final revised paper)
Latest update: 26 Oct 2026
Short summary
Granite residual soil landslides are widely distributed in southeastern Guangxi Province, China. To understand the failure mode, the landslide can provide a scientific basis for early warning and prevention. In this study, we conducted artificial flume model tests to investigate the failure mode of granite residual soil landslide. The research provides valuable references for the prevention and early warning of granite residual soil landslide in the southeast of Guangxi.
Granite residual soil landslides are widely distributed in southeastern Guangxi Province, China....
