Numerical analysis of the effect of vegetation root reinforcement on the rainfall-induced instability of loess slopes

Rainfall-induced instability of loess slopes presents significant threats to infrastructure and ecological systems. Vegetation serves as an effective measure to enhance slope stability through mechanical reinforcement by roots and hydrological regulation of soil moisture. The influence of vegetation...

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Published in:	Scientific reports Vol. 15; no. 1; pp. 23233 - 17
Main Authors:	Kong, Kunfeng, Deng, Zixuan, Chen, Feng, Wang, Zheng, Chen, Yiling
Format:	Journal Article
Language:	English
Published:	London Nature Publishing Group UK 02.07.2025 Nature Publishing Group Nature Portfolio
Subjects:	639/166/986 704/2151/213 704/4111 Failure Humanities and Social Sciences Hydrology Landslides & mudslides Loess Loess slopes Mechanical properties multidisciplinary Numerical analysis Numerical simulation Permeability Pore water Pressure distribution Rainfall Rainfall infiltration Reinforcement of vegetation Rooting Roots Science Science (multidisciplinary) Shear strength Shear tests Slope stability Soil erosion Soil moisture Stability analysis Tensile strength Vegetation Vegetation effects Water Water pressure Numerical simulation Rainfall infiltration Stability analysis Reinforcement of vegetation Loess slopes
ISSN:	2045-2322, 2045-2322
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Abstract	Rainfall-induced instability of loess slopes presents significant threats to infrastructure and ecological systems. Vegetation serves as an effective measure to enhance slope stability through mechanical reinforcement by roots and hydrological regulation of soil moisture. The influence of vegetation root system characteristics, including root tensile strength and rooting depth, on the stability of loess slopes subjected to rainfall infiltration is investigated using a finite element model developed in COMSOL®, which couples seepage and mechanical behavior. Rainfall infiltration, pore water pressure evolution, and progressive slope failure are simulated to analyze the stability response. Varying levels of additional cohesion provided by roots and different rooting depths are systematically evaluated. The results indicate that stronger root systems and deeper rooting depths significantly enhance slope stability by increasing the factor of safety, delaying plastic zone development, and reducing displacement. The reinforcement effect becomes more pronounced on steeper slopes, while its marginal contribution diminishes with increasing root depth beyond a certain threshold. These findings provide insights into the role of vegetation in mitigating rainfall-induced slope failures and provide practical guidance for the selection and application of vegetation in ecological slope stabilization projects.
AbstractList	Rainfall-induced instability of loess slopes presents significant threats to infrastructure and ecological systems. Vegetation serves as an effective measure to enhance slope stability through mechanical reinforcement by roots and hydrological regulation of soil moisture. The influence of vegetation root system characteristics, including root tensile strength and rooting depth, on the stability of loess slopes subjected to rainfall infiltration is investigated using a finite element model developed in COMSOL®, which couples seepage and mechanical behavior. Rainfall infiltration, pore water pressure evolution, and progressive slope failure are simulated to analyze the stability response. Varying levels of additional cohesion provided by roots and different rooting depths are systematically evaluated. The results indicate that stronger root systems and deeper rooting depths significantly enhance slope stability by increasing the factor of safety, delaying plastic zone development, and reducing displacement. The reinforcement effect becomes more pronounced on steeper slopes, while its marginal contribution diminishes with increasing root depth beyond a certain threshold. These findings provide insights into the role of vegetation in mitigating rainfall-induced slope failures and provide practical guidance for the selection and application of vegetation in ecological slope stabilization projects. Rainfall-induced instability of loess slopes presents significant threats to infrastructure and ecological systems. Vegetation serves as an effective measure to enhance slope stability through mechanical reinforcement by roots and hydrological regulation of soil moisture. The influence of vegetation root system characteristics, including root tensile strength and rooting depth, on the stability of loess slopes subjected to rainfall infiltration is investigated using a finite element model developed in COMSOL®, which couples seepage and mechanical behavior. Rainfall infiltration, pore water pressure evolution, and progressive slope failure are simulated to analyze the stability response. Varying levels of additional cohesion provided by roots and different rooting depths are systematically evaluated. The results indicate that stronger root systems and deeper rooting depths significantly enhance slope stability by increasing the factor of safety, delaying plastic zone development, and reducing displacement. The reinforcement effect becomes more pronounced on steeper slopes, while its marginal contribution diminishes with increasing root depth beyond a certain threshold. These findings provide insights into the role of vegetation in mitigating rainfall-induced slope failures and provide practical guidance for the selection and application of vegetation in ecological slope stabilization projects.Rainfall-induced instability of loess slopes presents significant threats to infrastructure and ecological systems. Vegetation serves as an effective measure to enhance slope stability through mechanical reinforcement by roots and hydrological regulation of soil moisture. The influence of vegetation root system characteristics, including root tensile strength and rooting depth, on the stability of loess slopes subjected to rainfall infiltration is investigated using a finite element model developed in COMSOL®, which couples seepage and mechanical behavior. Rainfall infiltration, pore water pressure evolution, and progressive slope failure are simulated to analyze the stability response. Varying levels of additional cohesion provided by roots and different rooting depths are systematically evaluated. The results indicate that stronger root systems and deeper rooting depths significantly enhance slope stability by increasing the factor of safety, delaying plastic zone development, and reducing displacement. The reinforcement effect becomes more pronounced on steeper slopes, while its marginal contribution diminishes with increasing root depth beyond a certain threshold. These findings provide insights into the role of vegetation in mitigating rainfall-induced slope failures and provide practical guidance for the selection and application of vegetation in ecological slope stabilization projects. Abstract Rainfall-induced instability of loess slopes presents significant threats to infrastructure and ecological systems. Vegetation serves as an effective measure to enhance slope stability through mechanical reinforcement by roots and hydrological regulation of soil moisture. The influence of vegetation root system characteristics, including root tensile strength and rooting depth, on the stability of loess slopes subjected to rainfall infiltration is investigated using a finite element model developed in COMSOL®, which couples seepage and mechanical behavior. Rainfall infiltration, pore water pressure evolution, and progressive slope failure are simulated to analyze the stability response. Varying levels of additional cohesion provided by roots and different rooting depths are systematically evaluated. The results indicate that stronger root systems and deeper rooting depths significantly enhance slope stability by increasing the factor of safety, delaying plastic zone development, and reducing displacement. The reinforcement effect becomes more pronounced on steeper slopes, while its marginal contribution diminishes with increasing root depth beyond a certain threshold. These findings provide insights into the role of vegetation in mitigating rainfall-induced slope failures and provide practical guidance for the selection and application of vegetation in ecological slope stabilization projects.
ArticleNumber	23233
Author	Kong, Kunfeng Chen, Feng Chen, Yiling Wang, Zheng Deng, Zixuan
Author_xml	– sequence: 1 givenname: Kunfeng surname: Kong fullname: Kong, Kunfeng organization: Railway Engineering Research Institute, China Academy of Railway Sciences, State Key Laboratory of High-Speed Railway Track System, China Academy of Railway Sciences – sequence: 2 givenname: Zixuan surname: Deng fullname: Deng, Zixuan email: dengzx@csu.edu.cn organization: School of Civil Engineering, Central South University – sequence: 3 givenname: Feng surname: Chen fullname: Chen, Feng organization: Railway Engineering Research Institute, China Academy of Railway Sciences, State Key Laboratory of High-Speed Railway Track System, China Academy of Railway Sciences – sequence: 4 givenname: Zheng surname: Wang fullname: Wang, Zheng organization: School of Civil Engineering, Central South University – sequence: 5 givenname: Yiling surname: Chen fullname: Chen, Yiling organization: School of Civil Engineering, Central South University
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Cites_doi	10.1016/j.compgeo.2024.106714 10.1016/j.ecoleng.2017.04.034 10.1029/2008JD010687 10.2136/sssaj1980.03615995004400050002x 10.1016/J.CATENA.2024.108458 10.1016/j.ecoleng.2016.02.026 10.1007/s10064-024-03984-4 10.1016/j.trgeo.2018.11.005 10.1016/j.catena.2024.108459 10.1080/09715010.2014.981955 10.1007/s40333-014-0004-x 10.1007/s11104-005-0605-4 10.1680/jgeot.16.P.176 10.1016/j.earscirev.2020.103328 10.1007/s10064-023-03504-w 10.1016/j.jrmge.2023.09.032 10.1016/j.ecoleng.2015.11.005 10.1002/esp.325 10.1007/s11440-021-01169-x 10.1016/j.compgeo.2022.104937 10.1016/j.compgeo.2019.103335 10.1016/j.enggeo.2021.106411 10.1063/5.0245155 10.1016/j.aej.2024.06.045 10.1016/j.soildyn.2024.108556 10.1016/0022-1694(76)90017-2 10.1016/J.CATENA.2024.108018 10.1016/j.compgeo.2020.103912 10.13870/j.cnki.stbcxb.2022.02.013 10.1007/S10064-023-03413-Y 10.1139/t79-003 10.3390/w16010124
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Keywords	Numerical simulation Rainfall infiltration Stability analysis Reinforcement of vegetation Loess slopes
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References	MT Van Genuchten (6400_CR32) 1980; 44 J Hu (6400_CR42) 2024; 246 J Han (6400_CR3) 2023; 44 Z Li (6400_CR5) 2024; 104 NK Kokutse (6400_CR29) 2016; 86 S Feng (6400_CR11) 2020; 118 C Zhang (6400_CR13) 2014; 6 A Cislaghi (6400_CR22) 2017; 109 C Zhong (6400_CR28) 2022; 36 S Xiao (6400_CR34) 2022; 150 CWW Ng (6400_CR17) 2017; 39 RA Feddes (6400_CR37) 1976; 31 Y Zheng (6400_CR6) 2024; 175 JK Huang (6400_CR23) 2020; 36 L Xue (6400_CR45) 2024; 246 SU Rehman (6400_CR10) 2023; 16 M Tu (6400_CR4) 2024; 43 G Li (6400_CR19) 2010; 29 R Kumar (6400_CR36) 2015; 21 6400_CR9 M Zheng (6400_CR16) 2018; 34 H Guo (6400_CR27) 2024; 16 M Pallewattha (6400_CR14) 2019; 18 L Xingsheng (6400_CR41) 2023 6400_CR7 T Xu (6400_CR26) 2021; 37 SP Huang (6400_CR18) 2023; 44 P Sun (6400_CR40) 2021; 295 TH Wu (6400_CR33) 1979; 16 K Han (6400_CR38) 2024; 179 GB Bischetti (6400_CR35) 2005; 278 Q Chen (6400_CR31) 2024; 83 6400_CR39 A Simon (6400_CR44) 2002; 27 6400_CR15 BM Świtała (6400_CR21) 2018; 68 CB Zhang (6400_CR12) 2009; 23 Z Xia (6400_CR25) 2019; 17 C Guang-Hui (6400_CR24) 2024; 83 N Zhao (6400_CR2) 2022; 2022 CWW Ng (6400_CR8) 2021; 130 Y Li (6400_CR20) 2016; 91 S Wang (6400_CR1) 2021; 16 X Song (6400_CR43) 2024; 241 MT Löbmann (6400_CR30) 2020; 209
References_xml	– volume: 175 start-page: 106714 year: 2024 ident: 6400_CR6 publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2024.106714 – volume: 109 start-page: 169 year: 2017 ident: 6400_CR22 publication-title: Ecol. Eng. doi: 10.1016/j.ecoleng.2017.04.034 – ident: 6400_CR7 doi: 10.1029/2008JD010687 – volume: 44 start-page: 892 issue: 5 year: 1980 ident: 6400_CR32 publication-title: Soil Sci. Soc. Am. J. doi: 10.2136/sssaj1980.03615995004400050002x – volume: 246 start-page: 108458 year: 2024 ident: 6400_CR45 publication-title: CATENA doi: 10.1016/J.CATENA.2024.108458 – volume: 44 start-page: 241 issue: 1 year: 2023 ident: 6400_CR3 publication-title: Rock Soil Mech. – volume: 91 start-page: 477 year: 2016 ident: 6400_CR20 publication-title: Ecol. Eng. doi: 10.1016/j.ecoleng.2016.02.026 – ident: 6400_CR39 – volume: 83 start-page: 483 year: 2024 ident: 6400_CR24 publication-title: Bull. Eng. Geol. Environ. doi: 10.1007/s10064-024-03984-4 – volume: 18 start-page: 72 year: 2019 ident: 6400_CR14 publication-title: Transp. Geotech. doi: 10.1016/j.trgeo.2018.11.005 – volume: 246 start-page: 108459 year: 2024 ident: 6400_CR42 publication-title: CATENA doi: 10.1016/j.catena.2024.108459 – volume: 21 start-page: 115 year: 2015 ident: 6400_CR36 publication-title: ISH J. Hydraul. Eng. doi: 10.1080/09715010.2014.981955 – volume: 6 start-page: 601 year: 2014 ident: 6400_CR13 publication-title: J. Arid Land doi: 10.1007/s40333-014-0004-x – ident: 6400_CR15 – volume: 278 start-page: 11 issue: 1–2 year: 2005 ident: 6400_CR35 publication-title: Plant Soil doi: 10.1007/s11104-005-0605-4 – volume: 2022 start-page: 9492514 issue: 1 year: 2022 ident: 6400_CR2 publication-title: Geofluids – volume: 68 start-page: 481 issue: 6 year: 2018 ident: 6400_CR21 publication-title: Géotechnique doi: 10.1680/jgeot.16.P.176 – volume: 34 start-page: 175 year: 2018 ident: 6400_CR16 publication-title: Trans. Chin. Soc. Agric. Eng. – volume: 209 start-page: 103328 year: 2020 ident: 6400_CR30 publication-title: Earth Sci. Rev. doi: 10.1016/j.earscirev.2020.103328 – volume: 36 start-page: 168 year: 2020 ident: 6400_CR23 publication-title: Trans. Chin. Soc. Agric. Eng. – volume: 83 start-page: 8 issue: 1 year: 2024 ident: 6400_CR31 publication-title: Bull. Eng. Geol. Env. doi: 10.1007/s10064-023-03504-w – volume: 16 start-page: 3696 year: 2024 ident: 6400_CR27 publication-title: J. Rock Mech. Geotech. Eng. doi: 10.1016/j.jrmge.2023.09.032 – volume: 39 start-page: 1 issue: 1 year: 2017 ident: 6400_CR17 publication-title: Chin. J. Geotech. Eng. – volume: 86 start-page: 146 year: 2016 ident: 6400_CR29 publication-title: Ecol. Eng. doi: 10.1016/j.ecoleng.2015.11.005 – volume: 37 start-page: 142 issue: 02 year: 2021 ident: 6400_CR26 publication-title: Trans. Chin. Soc. Agric. Eng. – volume: 27 start-page: 527 issue: 5 year: 2002 ident: 6400_CR44 publication-title: Earth Surf. Proc. Land. doi: 10.1002/esp.325 – volume: 16 start-page: 2899 issue: 9 year: 2021 ident: 6400_CR1 publication-title: Acta Geotech. doi: 10.1007/s11440-021-01169-x – volume: 150 start-page: 104937 year: 2022 ident: 6400_CR34 publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2022.104937 – volume: 118 start-page: 103335 year: 2020 ident: 6400_CR11 publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2019.103335 – volume: 295 start-page: 106411 year: 2021 ident: 6400_CR40 publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2021.106411 – volume: 44 start-page: 3435 issue: 12 year: 2023 ident: 6400_CR18 publication-title: Rock Soil Mech. – ident: 6400_CR9 doi: 10.1063/5.0245155 – volume: 23 start-page: 57 issue: 2 year: 2009 ident: 6400_CR12 publication-title: J. Soil Water Conserv. – volume: 104 start-page: 193 year: 2024 ident: 6400_CR5 publication-title: Alex. Eng. J. doi: 10.1016/j.aej.2024.06.045 – volume: 29 start-page: 1877 year: 2010 ident: 6400_CR19 publication-title: Chin. J. Rock. Mech Eng. – volume: 43 start-page: 63 issue: 6 year: 2024 ident: 6400_CR4 publication-title: Bull. Geol. Sci. Technol. – volume: 179 start-page: 108556 year: 2024 ident: 6400_CR38 publication-title: Soil Dyn. Earthq. Eng. doi: 10.1016/j.soildyn.2024.108556 – volume: 17 start-page: 53 issue: 2 year: 2019 ident: 6400_CR25 publication-title: Sci. Soil Water Conserv. – volume: 31 start-page: 13 year: 1976 ident: 6400_CR37 publication-title: J. Hydrol. doi: 10.1016/0022-1694(76)90017-2 – volume: 241 start-page: 108018 year: 2024 ident: 6400_CR43 publication-title: CATENA doi: 10.1016/J.CATENA.2024.108018 – volume: 130 start-page: 103912 year: 2021 ident: 6400_CR8 publication-title: Comput. Geotech. doi: 10.1016/j.compgeo.2020.103912 – volume: 36 start-page: 99 year: 2022 ident: 6400_CR28 publication-title: JSWC doi: 10.13870/j.cnki.stbcxb.2022.02.013 – year: 2023 ident: 6400_CR41 publication-title: Bull. Eng. Geol. Environ. doi: 10.1007/S10064-023-03413-Y – volume: 16 start-page: 19 year: 1979 ident: 6400_CR33 publication-title: Can. Geotech. J. doi: 10.1139/t79-003 – volume: 16 start-page: 124 issue: 1 year: 2023 ident: 6400_CR10 publication-title: Water doi: 10.3390/w16010124
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Snippet	Rainfall-induced instability of loess slopes presents significant threats to infrastructure and ecological systems. Vegetation serves as an effective measure... Abstract Rainfall-induced instability of loess slopes presents significant threats to infrastructure and ecological systems. Vegetation serves as an effective...
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StartPage	23233
SubjectTerms	639/166/986 704/2151/213 704/4111 Failure Humanities and Social Sciences Hydrology Landslides & mudslides Loess Loess slopes Mechanical properties multidisciplinary Numerical analysis Numerical simulation Permeability Pore water Pressure distribution Rainfall Rainfall infiltration Reinforcement of vegetation Rooting Roots Science Science (multidisciplinary) Shear strength Shear tests Slope stability Soil erosion Soil moisture Stability analysis Tensile strength Vegetation Vegetation effects Water Water pressure
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Title	Numerical analysis of the effect of vegetation root reinforcement on the rainfall-induced instability of loess slopes
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Volume	15
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