Articles | Volume 19, issue 5
https://doi.org/10.5194/hess-19-2197-2015
© Author(s) 2015. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
https://doi.org/10.5194/hess-19-2197-2015
© Author(s) 2015. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
Research article
| 
07 May 2015
Research article |
| 07 May 2015
Quantification of the influence of preferential flow on slope stability using a numerical modelling approach
W. Shao
CORRESPONDING AUTHOR
Water Resources Section, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Stevinweg 1, P.O. Box 5048, 2600 GA Delft, the Netherlands
T. A. Bogaard
Water Resources Section, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Stevinweg 1, P.O. Box 5048, 2600 GA Delft, the Netherlands
M. Bakker
Water Resources Section, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Stevinweg 1, P.O. Box 5048, 2600 GA Delft, the Netherlands
Dipartimento di Ingegneria Civile Design Edilizia e Ambiente, Seconda università di Napoli, via Roma 29, 81031 Aversa (CE), Italy
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Cited
63 citations as recorded by crossref.
- The influence of preferential flow on pressure propagation and landslide triggering of the Rocca Pitigliana landslide W. Shao et al. 10.1016/j.jhydrol.2016.10.015
- A simple analytical infiltration model for short-duration rainfall K. Wang et al. 10.1016/j.jhydrol.2017.09.049
- Dynamic earth system and ecological controls of rainfall-initiated landslides R. Sidle & T. Bogaard 10.1016/j.earscirev.2016.05.013
- Modeling rainfall-induced landslide using the concept of local factor of safety: Uncertainty propagation and sensitivity analysis R. Abbasov et al. 10.1016/j.compgeo.2024.106102
- Three-dimensional stability analysis of unsaturated slopes under variable rainfall conditions using a numerical method G. Nian et al. 10.1007/s10064-023-03082-x
- Application of Species Diversity Theory to Quantitatively Assess the Degree of Preferential Flow in Forest Ecosystems Y. Zhang et al. 10.1007/s42729-024-01746-5
- Quantify the Pore Water Velocity Distribution by a Celerity Function W. Shao et al. 10.1155/2018/1054730
- Evolution Process of Ancient Landslide Reactivation under the Action of Rainfall: Insights from Model Tests X. Li et al. 10.3390/w16040583
- A new method for defining the local factor of safety based on displacement isosurfaces to assess slope stability T. Yang et al. 10.1016/j.enggeo.2022.106587
- Predicting Slope Stability Failure through Machine Learning Paradigms D. Tien Bui et al. 10.3390/ijgi8090395
- A pore-scale numerical investigation of the effect of pore characteristics on flow properties in soils G. Li et al. 10.1631/jzus.A1900255
- Unsaturated hydro-mechanical behaviour of rainfall-induced mass remobilization in post-earthquake landslides Z. Yang et al. 10.1016/j.enggeo.2017.04.001
- Study on the destruction of backfilled loess slopes by short-term extreme rainfall erosion J. Zhen et al. 10.1007/s10064-023-03426-7
- Tropical Storm-Induced Landslide Potential Using Combined Field Monitoring and Numerical Modeling P. Chen et al. 10.1061/(ASCE)GT.1943-5606.0001969
- Soil water dynamics under different forest vegetation cover: Implications for hillslope stability E. Hayati et al. 10.1002/esp.4376
- Telling a different story: The promote role of vegetation in the initiation of shallow landslides during rainfall on the Chinese Loess Plateau W. Guo et al. 10.1016/j.geomorph.2019.106879
- Risk assessment and management of rainfall-induced landslides in tropical regions: a review M. Amarasinghe et al. 10.1007/s11069-023-06277-3
- Effects of Anisotropy of Preferential flow on the Hydrology and Stability of Landslides E. Cristiano et al. 10.1016/j.proeps.2016.10.022
- Rainfall infiltration and three-dimensional stability analyses of fractured rock slopes considering preferential flow G. Nian et al. 10.1007/s11069-023-06112-9
- Observations on soil-atmosphere interactions after long-term monitoring at two sample sites subjected to shallow landslides M. Bordoni et al. 10.1007/s10064-021-02334-y
- Infiltration, runoff, and slope stability behaviors of infinite slope with macropores based on an improved Green-Ampt model S. Li et al. 10.1007/s11629-023-8078-6
- A modelling study of rainfall-induced shallow landslide mechanisms under different rainfall characteristics Q. Ran et al. 10.1016/j.jhydrol.2018.06.040
- Estimation of Shallow Landslide Susceptibility Incorporating the Impacts of Vegetation on Slope Stability H. Jiang et al. 10.1007/s13753-023-00507-9
- Impact of high‐permeability preferential flow zones on pumping‐induced airflow in unconfined aquifer J. Shan et al. 10.1002/hyp.14855
- Occurrence of shallow landslides triggered by increased hydraulic conductivity due to tree roots M. Qin et al. 10.1007/s10346-022-01921-8
- A Simplified Approach to Assess the Soil Saturation Degree and Stability of a Representative Slope Affected by Shallow Landslides in Oltrepò Pavese (Italy) M. Bordoni et al. 10.3390/geosciences8120472
- Preferential flow in the understory soil of Hippophae rhamnoides at different stump heights L. Liu et al. 10.3389/fenvs.2023.1183448
- Dual‐Permeability Model Improvements for Representation of Preferential Flow in Fractured Clays J. Aguilar‐López et al. 10.1029/2020WR027304
- Development Trends and Research Frontiers of Preferential Flow in Soil Based on CiteSpace C. Liu et al. 10.3390/w14193036
- An efficient fully Crouzeix-Raviart finite element model for coupled hydro-mechanical processes in variably saturated porous media L. Guo et al. 10.1016/j.advwatres.2024.104663
- Experimental Study on the Stability of Shallow Landslides in Residual Soil L. Yin et al. 10.3390/w15213732
- Development of an integrated model for assessing landslide susceptibility on vegetated slopes under random rainfall scenarios H. Jiang et al. 10.1016/j.ecoleng.2023.107150
- Influence of Layer Transition Zone on Rainfall-Induced Instability of Multilayered Slope Z. Dou et al. 10.2113/2021/2277284
- Reduce uncertainty in soil hydrological modeling: A comparison of soil hydraulic parameters generated by random sampling and pedotransfer function W. Shao et al. 10.1016/j.jhydrol.2023.129740
- Rainfall infiltration boundary conditions and stability of a fractured-rock slope based on a dual-continuum model G. Nian et al. 10.1007/s10040-022-02468-7
- Detection of Preferential Water Flow by Electrical Resistivity Tomography and Self-Potential Method K. Kukemilks & J. Wagner 10.3390/app11094224
- Analysis of Preferential Flow in Artificial Substrates with Sedum Roots for Green Roofs: Experiments and Modeling X. Chen et al. 10.3390/w15050914
- The Effect of Bedrock Topography on Timing and Location of Landslide Initiation Using the Local Factor of Safety Concept S. Moradi et al. 10.3390/w10101290
- Physically based hydrogeological and slope stability modeling of the Turaida castle mound K. Kukemilks et al. 10.1007/s10346-018-1038-5
- Unique landslides (loess slide-flows) induced by an extreme rainstorm in 2018 on the Loess Plateau: A new geological hazard and erosion process L. Luo et al. 10.1016/j.ijsrc.2022.07.009
- The relevance of preferential flow in catchment scale simulations: Calibrating a 3D dual‐permeability model using DREAM L. Hopp et al. 10.1002/hyp.13672
- Sanxicun landslide: an investigation of progressive failure of a gentle bedding slope X. Pei et al. 10.1007/s11069-021-05044-6
- Reviews and Syntheses: Promoting the Advancement of Hillslope Hydrology and Stability in Taiwan from the Perspective of Critical Zone Science Y. Yang et al. 10.3390/w15061234
- Semiempirical modeling of the transient response of pore pressure to rainfall and snowmelt in a dormant landslide H. Osawa et al. 10.1007/s10346-023-02158-9
- Non-equilibrium seepage characteristics and stability analysis of macroporous soil slope under water level changes Y. Que et al. 10.1007/s12517-022-10229-9
- Modelling of River-Groundwater Interactions under Rainfall Events Based on a Modified Tank Model W. Nie et al. 10.1155/2017/5192473
- Conceptualization of preferential flow for hillslope stability assessment K. Kukemilks et al. 10.1007/s10040-017-1667-0
- Comparison of single- and dual-permeability models in simulating the unsaturated hydro-mechanical behavior in a rainfall-triggered landslide W. Shao et al. 10.1007/s10346-018-1059-0
- Geomorphological control on variably saturated hillslope hydrology and slope instability F. Giuseppe et al. 10.1002/2015WR017626
- Analysis of plant root–induced preferential flow and pore-water pressure variation by a dual-permeability model W. Shao et al. 10.1139/cgj-2016-0629
- Bifurcating paths: The relation between preferential pathways, channel splitting, under sampled regions, and tortuosity on the Darcy scale A. Dagan & Y. Edery 10.1016/j.advwatres.2024.104622
- Damage cause and mechanism of well-vegetated soil slopes under extreme rainfall: a case study J. Chen et al. 10.3389/feart.2024.1402798
- Effects of dynamic changes of desiccation cracks on preferential flow: experimental investigation and numerical modeling Y. Luo et al. 10.5194/hess-27-783-2023
- Mineral Filling Pattern in Complex Fracture System of Carbonate Reservoirs: Implications from Geochemical Modeling of Water-Rock Interaction J. Feng et al. 10.1155/2019/3420142
- Water field distribution characteristics and slope stability under the effect of preferential flow on rainfall-driven seepage X. Han 10.13168/AGG.2024.0015
- Landslide hydrology: from hydrology to pore pressure T. Bogaard & R. Greco 10.1002/wat2.1126
- Preferential flows and soil moistures on a Benggang slope: Determined by the water and temperature co-monitoring Y. Tao et al. 10.1016/j.jhydrol.2017.08.029
- An overview of current applications, challenges, and future trends in distributed process-based models in hydrology S. Fatichi et al. 10.1016/j.jhydrol.2016.03.026
- Modelling preferential flow induced by dynamic changes of desiccation cracks: A comparative numerical study Y. Luo et al. 10.1016/j.geoderma.2023.116471
- Characterizing groundwater flow in a translational rock landslide of southwestern China H. Lv et al. 10.1007/s10064-017-1212-3
- A modified Green–Ampt model for water infiltration and preferential flow D. Liu et al. 10.2166/nh.2016.160
- Tree-root control of shallow landslides D. Cohen & M. Schwarz 10.5194/esurf-5-451-2017
- Tracer test to assess flow and transport parameters of an earth slide: The Montecagno landslide case study (Italy) F. Ronchetti et al. 10.1016/j.enggeo.2020.105749
63 citations as recorded by crossref.
- The influence of preferential flow on pressure propagation and landslide triggering of the Rocca Pitigliana landslide W. Shao et al. 10.1016/j.jhydrol.2016.10.015
- A simple analytical infiltration model for short-duration rainfall K. Wang et al. 10.1016/j.jhydrol.2017.09.049
- Dynamic earth system and ecological controls of rainfall-initiated landslides R. Sidle & T. Bogaard 10.1016/j.earscirev.2016.05.013
- Modeling rainfall-induced landslide using the concept of local factor of safety: Uncertainty propagation and sensitivity analysis R. Abbasov et al. 10.1016/j.compgeo.2024.106102
- Three-dimensional stability analysis of unsaturated slopes under variable rainfall conditions using a numerical method G. Nian et al. 10.1007/s10064-023-03082-x
- Application of Species Diversity Theory to Quantitatively Assess the Degree of Preferential Flow in Forest Ecosystems Y. Zhang et al. 10.1007/s42729-024-01746-5
- Quantify the Pore Water Velocity Distribution by a Celerity Function W. Shao et al. 10.1155/2018/1054730
- Evolution Process of Ancient Landslide Reactivation under the Action of Rainfall: Insights from Model Tests X. Li et al. 10.3390/w16040583
- A new method for defining the local factor of safety based on displacement isosurfaces to assess slope stability T. Yang et al. 10.1016/j.enggeo.2022.106587
- Predicting Slope Stability Failure through Machine Learning Paradigms D. Tien Bui et al. 10.3390/ijgi8090395
- A pore-scale numerical investigation of the effect of pore characteristics on flow properties in soils G. Li et al. 10.1631/jzus.A1900255
- Unsaturated hydro-mechanical behaviour of rainfall-induced mass remobilization in post-earthquake landslides Z. Yang et al. 10.1016/j.enggeo.2017.04.001
- Study on the destruction of backfilled loess slopes by short-term extreme rainfall erosion J. Zhen et al. 10.1007/s10064-023-03426-7
- Tropical Storm-Induced Landslide Potential Using Combined Field Monitoring and Numerical Modeling P. Chen et al. 10.1061/(ASCE)GT.1943-5606.0001969
- Soil water dynamics under different forest vegetation cover: Implications for hillslope stability E. Hayati et al. 10.1002/esp.4376
- Telling a different story: The promote role of vegetation in the initiation of shallow landslides during rainfall on the Chinese Loess Plateau W. Guo et al. 10.1016/j.geomorph.2019.106879
- Risk assessment and management of rainfall-induced landslides in tropical regions: a review M. Amarasinghe et al. 10.1007/s11069-023-06277-3
- Effects of Anisotropy of Preferential flow on the Hydrology and Stability of Landslides E. Cristiano et al. 10.1016/j.proeps.2016.10.022
- Rainfall infiltration and three-dimensional stability analyses of fractured rock slopes considering preferential flow G. Nian et al. 10.1007/s11069-023-06112-9
- Observations on soil-atmosphere interactions after long-term monitoring at two sample sites subjected to shallow landslides M. Bordoni et al. 10.1007/s10064-021-02334-y
- Infiltration, runoff, and slope stability behaviors of infinite slope with macropores based on an improved Green-Ampt model S. Li et al. 10.1007/s11629-023-8078-6
- A modelling study of rainfall-induced shallow landslide mechanisms under different rainfall characteristics Q. Ran et al. 10.1016/j.jhydrol.2018.06.040
- Estimation of Shallow Landslide Susceptibility Incorporating the Impacts of Vegetation on Slope Stability H. Jiang et al. 10.1007/s13753-023-00507-9
- Impact of high‐permeability preferential flow zones on pumping‐induced airflow in unconfined aquifer J. Shan et al. 10.1002/hyp.14855
- Occurrence of shallow landslides triggered by increased hydraulic conductivity due to tree roots M. Qin et al. 10.1007/s10346-022-01921-8
- A Simplified Approach to Assess the Soil Saturation Degree and Stability of a Representative Slope Affected by Shallow Landslides in Oltrepò Pavese (Italy) M. Bordoni et al. 10.3390/geosciences8120472
- Preferential flow in the understory soil of Hippophae rhamnoides at different stump heights L. Liu et al. 10.3389/fenvs.2023.1183448
- Dual‐Permeability Model Improvements for Representation of Preferential Flow in Fractured Clays J. Aguilar‐López et al. 10.1029/2020WR027304
- Development Trends and Research Frontiers of Preferential Flow in Soil Based on CiteSpace C. Liu et al. 10.3390/w14193036
- An efficient fully Crouzeix-Raviart finite element model for coupled hydro-mechanical processes in variably saturated porous media L. Guo et al. 10.1016/j.advwatres.2024.104663
- Experimental Study on the Stability of Shallow Landslides in Residual Soil L. Yin et al. 10.3390/w15213732
- Development of an integrated model for assessing landslide susceptibility on vegetated slopes under random rainfall scenarios H. Jiang et al. 10.1016/j.ecoleng.2023.107150
- Influence of Layer Transition Zone on Rainfall-Induced Instability of Multilayered Slope Z. Dou et al. 10.2113/2021/2277284
- Reduce uncertainty in soil hydrological modeling: A comparison of soil hydraulic parameters generated by random sampling and pedotransfer function W. Shao et al. 10.1016/j.jhydrol.2023.129740
- Rainfall infiltration boundary conditions and stability of a fractured-rock slope based on a dual-continuum model G. Nian et al. 10.1007/s10040-022-02468-7
- Detection of Preferential Water Flow by Electrical Resistivity Tomography and Self-Potential Method K. Kukemilks & J. Wagner 10.3390/app11094224
- Analysis of Preferential Flow in Artificial Substrates with Sedum Roots for Green Roofs: Experiments and Modeling X. Chen et al. 10.3390/w15050914
- The Effect of Bedrock Topography on Timing and Location of Landslide Initiation Using the Local Factor of Safety Concept S. Moradi et al. 10.3390/w10101290
- Physically based hydrogeological and slope stability modeling of the Turaida castle mound K. Kukemilks et al. 10.1007/s10346-018-1038-5
- Unique landslides (loess slide-flows) induced by an extreme rainstorm in 2018 on the Loess Plateau: A new geological hazard and erosion process L. Luo et al. 10.1016/j.ijsrc.2022.07.009
- The relevance of preferential flow in catchment scale simulations: Calibrating a 3D dual‐permeability model using DREAM L. Hopp et al. 10.1002/hyp.13672
- Sanxicun landslide: an investigation of progressive failure of a gentle bedding slope X. Pei et al. 10.1007/s11069-021-05044-6
- Reviews and Syntheses: Promoting the Advancement of Hillslope Hydrology and Stability in Taiwan from the Perspective of Critical Zone Science Y. Yang et al. 10.3390/w15061234
- Semiempirical modeling of the transient response of pore pressure to rainfall and snowmelt in a dormant landslide H. Osawa et al. 10.1007/s10346-023-02158-9
- Non-equilibrium seepage characteristics and stability analysis of macroporous soil slope under water level changes Y. Que et al. 10.1007/s12517-022-10229-9
- Modelling of River-Groundwater Interactions under Rainfall Events Based on a Modified Tank Model W. Nie et al. 10.1155/2017/5192473
- Conceptualization of preferential flow for hillslope stability assessment K. Kukemilks et al. 10.1007/s10040-017-1667-0
- Comparison of single- and dual-permeability models in simulating the unsaturated hydro-mechanical behavior in a rainfall-triggered landslide W. Shao et al. 10.1007/s10346-018-1059-0
- Geomorphological control on variably saturated hillslope hydrology and slope instability F. Giuseppe et al. 10.1002/2015WR017626
- Analysis of plant root–induced preferential flow and pore-water pressure variation by a dual-permeability model W. Shao et al. 10.1139/cgj-2016-0629
- Bifurcating paths: The relation between preferential pathways, channel splitting, under sampled regions, and tortuosity on the Darcy scale A. Dagan & Y. Edery 10.1016/j.advwatres.2024.104622
- Damage cause and mechanism of well-vegetated soil slopes under extreme rainfall: a case study J. Chen et al. 10.3389/feart.2024.1402798
- Effects of dynamic changes of desiccation cracks on preferential flow: experimental investigation and numerical modeling Y. Luo et al. 10.5194/hess-27-783-2023
- Mineral Filling Pattern in Complex Fracture System of Carbonate Reservoirs: Implications from Geochemical Modeling of Water-Rock Interaction J. Feng et al. 10.1155/2019/3420142
- Water field distribution characteristics and slope stability under the effect of preferential flow on rainfall-driven seepage X. Han 10.13168/AGG.2024.0015
- Landslide hydrology: from hydrology to pore pressure T. Bogaard & R. Greco 10.1002/wat2.1126
- Preferential flows and soil moistures on a Benggang slope: Determined by the water and temperature co-monitoring Y. Tao et al. 10.1016/j.jhydrol.2017.08.029
- An overview of current applications, challenges, and future trends in distributed process-based models in hydrology S. Fatichi et al. 10.1016/j.jhydrol.2016.03.026
- Modelling preferential flow induced by dynamic changes of desiccation cracks: A comparative numerical study Y. Luo et al. 10.1016/j.geoderma.2023.116471
- Characterizing groundwater flow in a translational rock landslide of southwestern China H. Lv et al. 10.1007/s10064-017-1212-3
- A modified Green–Ampt model for water infiltration and preferential flow D. Liu et al. 10.2166/nh.2016.160
- Tree-root control of shallow landslides D. Cohen & M. Schwarz 10.5194/esurf-5-451-2017
- Tracer test to assess flow and transport parameters of an earth slide: The Montecagno landslide case study (Italy) F. Ronchetti et al. 10.1016/j.enggeo.2020.105749
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Short summary
The effect of preferential flow on the stability of landslides is studied through numerical simulation of two types of rainfall events on a hypothetical hillslope. A model is developed that consists of two parts. The first part is a model for combined saturated/unsaturated subsurface flow and is used to compute the spatial and temporal water pressure response to rainfall. Preferential flow is simulated with a dual-permeability continuum model consisting of a matrix/preferential flow domain.
The effect of preferential flow on the stability of landslides is studied through numerical...
