Articles | Volume 18, issue 12
https://doi.org/10.5194/nhess-18-3343-2018
© Author(s) 2018. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
https://doi.org/10.5194/nhess-18-3343-2018
© Author(s) 2018. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
Research article
| 
19 Dec 2018
Research article |
| 19 Dec 2018
| 19 Dec 2018
Forecasting landslide mobility using an SPH model and ring shear strength tests: a case study
Miao Yu
Faculty of Engineering, China University of Geosciences, Wuhan, Hubei
430074, China
Yu Huang
CORRESPONDING AUTHOR
Department of Geotechnical Engineering, College of Civil Engineering,
Tongji University, Shanghai 200092, China
Key Laboratory of Geotechnical and Underground Engineering of the
Ministry of Education, Tongji University, Shanghai 200092, China
Wenbin Deng
Department of Geotechnical Engineering, College of Civil Engineering,
Tongji University, Shanghai 200092, China
Hualin Cheng
Department of Geotechnical Engineering, College of Civil Engineering,
Tongji University, Shanghai 200092, China
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Cited
19 citations as recorded by crossref.
- Numerical analysis of the effect of strength parameters on the large-deformation flow process of earthquake-induced landslides W. Zhang & D. Xiao 10.1016/j.enggeo.2019.105239
- Meshfree Methods in Geohazards Prevention: A Survey J. Qin et al. 10.1007/s11831-021-09686-4
- The shear behavior of the slip zone loess and landslide mechanism P. Ma et al. 10.1016/j.jseaes.2023.105833
- A coupled discrete element and depth-averaged model for dynamic simulation of flow-like landslides X. Su et al. 10.1016/j.compgeo.2021.104537
- Effects of Crushing Characteristics on Rheological Characteristics of Particle Systems Y. Huang et al. 10.3390/w14040532
- Evaluating the stability of Outang landslide in the Three Gorges Reservoir area considering the mechanical behavior with large deformation of the slip zone J. Yan et al. 10.1007/s11069-022-05276-0
- Spatial variability effect of internal friction angle on the post-failure behavior of landslides using a random and non-Newtonian fluid based SPH method W. Zhang et al. 10.1016/j.gsf.2020.02.003
- 3D numerical simulation of slope-flexible system interaction using a mixed FEM-SPH model J. Jimenez Fernandez et al. 10.1016/j.asej.2021.09.019
- A versatile smoothed particle hydrodynamics code for graphic cards C. Schäfer et al. 10.1016/j.ascom.2020.100410
- Sediment management at the water intake of hydropower plants P. Castro 10.1007/s12517-022-10405-x
- Large Shear Strength Parameters for Landslide Analyses on Highly Weathered Flysch S. Anagnostopoulou et al. 10.3390/land11081353
- Assessment of Debris Flow Risk Factors Based on Meta-Analysis—Cases Study of Northwest and Southwest China Y. Wang et al. 10.3390/su12176841
- Comparative analysis of stability of embankment on the basis of torsional ring shear test E. Sobolev & D. Morev 10.1088/1757-899X/687/4/044038
- Determining the Shear Resistance in Landslides with Respect to Shear Displacement and Shearing Time in Drainage-Controlled Ring Shear Tests S. Jeong 10.3390/app12115295
- Smoothed Particle Hydrodynamics (SPH) Analysis of Slope Soil–Retaining Wall Interaction and Retaining Wall Motion Response Q. Yang et al. 10.3390/pr12020411
- Modeling the progressive entrainment of bed sediment by viscous debris flows using the three-dimensional SC-HBP-SPH method Z. Han et al. 10.1016/j.watres.2020.116031
- Interpretation of the reactivation of slow-moving landslides based on ring shear tests and monitoring T. Wang et al. 10.1007/s11069-022-05502-9
- SPH-based analysis of the post-failure flow behavior for soft and hard interbedded earth slope W. Zhang et al. 10.1016/j.enggeo.2019.105446
- Numerical simulation of debris-flow behavior based on the SPH method incorporating the Herschel-Bulkley-Papanastasiou rheology model Z. Han et al. 10.1016/j.enggeo.2019.04.013
19 citations as recorded by crossref.
- Numerical analysis of the effect of strength parameters on the large-deformation flow process of earthquake-induced landslides W. Zhang & D. Xiao 10.1016/j.enggeo.2019.105239
- Meshfree Methods in Geohazards Prevention: A Survey J. Qin et al. 10.1007/s11831-021-09686-4
- The shear behavior of the slip zone loess and landslide mechanism P. Ma et al. 10.1016/j.jseaes.2023.105833
- A coupled discrete element and depth-averaged model for dynamic simulation of flow-like landslides X. Su et al. 10.1016/j.compgeo.2021.104537
- Effects of Crushing Characteristics on Rheological Characteristics of Particle Systems Y. Huang et al. 10.3390/w14040532
- Evaluating the stability of Outang landslide in the Three Gorges Reservoir area considering the mechanical behavior with large deformation of the slip zone J. Yan et al. 10.1007/s11069-022-05276-0
- Spatial variability effect of internal friction angle on the post-failure behavior of landslides using a random and non-Newtonian fluid based SPH method W. Zhang et al. 10.1016/j.gsf.2020.02.003
- 3D numerical simulation of slope-flexible system interaction using a mixed FEM-SPH model J. Jimenez Fernandez et al. 10.1016/j.asej.2021.09.019
- A versatile smoothed particle hydrodynamics code for graphic cards C. Schäfer et al. 10.1016/j.ascom.2020.100410
- Sediment management at the water intake of hydropower plants P. Castro 10.1007/s12517-022-10405-x
- Large Shear Strength Parameters for Landslide Analyses on Highly Weathered Flysch S. Anagnostopoulou et al. 10.3390/land11081353
- Assessment of Debris Flow Risk Factors Based on Meta-Analysis—Cases Study of Northwest and Southwest China Y. Wang et al. 10.3390/su12176841
- Comparative analysis of stability of embankment on the basis of torsional ring shear test E. Sobolev & D. Morev 10.1088/1757-899X/687/4/044038
- Determining the Shear Resistance in Landslides with Respect to Shear Displacement and Shearing Time in Drainage-Controlled Ring Shear Tests S. Jeong 10.3390/app12115295
- Smoothed Particle Hydrodynamics (SPH) Analysis of Slope Soil–Retaining Wall Interaction and Retaining Wall Motion Response Q. Yang et al. 10.3390/pr12020411
- Modeling the progressive entrainment of bed sediment by viscous debris flows using the three-dimensional SC-HBP-SPH method Z. Han et al. 10.1016/j.watres.2020.116031
- Interpretation of the reactivation of slow-moving landslides based on ring shear tests and monitoring T. Wang et al. 10.1007/s11069-022-05502-9
- SPH-based analysis of the post-failure flow behavior for soft and hard interbedded earth slope W. Zhang et al. 10.1016/j.enggeo.2019.105446
- Numerical simulation of debris-flow behavior based on the SPH method incorporating the Herschel-Bulkley-Papanastasiou rheology model Z. Han et al. 10.1016/j.enggeo.2019.04.013
Latest update: 24 Dec 2024
Short summary
Flow-like landslides, such as flow slides and debris avalanches, have caused serious infrastructure damage and casualties for centuries. Effective numerical simulation incorporating accurate soil mechanical parameters is essential for predicting post-failure landslide mobility. In this study, smoothed particle hydrodynamics (SPH) incorporating soil ring shear test results were used to forecast the long-runout mobility for a landslide on an unstable slope in China.
Flow-like landslides, such as flow slides and debris avalanches, have caused serious...
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