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Experimental study on the effects of tree planting on slope stability

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Abstract

Ecological engineering is an effective method to control mountain disasters, in which tree roots play an important role in stabilizing the slope and consolidating the soil in face of the landslide. The use of artificial roots to simulate real root is an important means of experimental research. To explore which tree planting patterns could achieve better stability on slopes of 20°, 35°, 50°, and 60° under extreme climatic conditions (rainfall intensity of 118 mm/h), this paper used an artificial root model to construct four types of slopes, i.e., slope with dense trees planted on wide bands, slope with dense trees planted on narrow bands, slope with equally and sparsely planted trees, and barren slope (control group). Sixteen groups of indoor slope rainfall experiments were carried out. To determine the stability effects of different slopes, the failure process and model of slopes during rainfall were analyzed, and the safety factor values Fs were calculated. The following conclusions are drawn: (1) Trees have different effects on the stability of slopes with different slope gradients. Planting trees on 20° and 35° slopes has good reinforcement effect, but planting trees on 50° or 60° slopes will lead to less stability. (2) The optimal planting patterns are different for different slopes. For example, the optimal planting pattern on the 20° and 35° slopes is wide-band dense planting, while it is not suitable to plant tall trees on the 50° and 60° slopes. (3) The change of slope gradient will not affect the failure mode of barren slopes but will change the failure process for vegetated slopes. (4) Wide-band dense planting pattern on all slopes can effectively intercept sediment, inhibit sediment slide, and prevent collapse. All in all, the research results provide a good theoretical guidance and practice to control landslides with ecological engineering.

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References

  • Bian J, Wang B (2011) Study on the influence of water content on shear strength parameters of unsaturated soils. Chin J Undergr Space Eng 07(1):17–21 (in chinese). https://doi.org/10.11792/hj20160417

    Article  Google Scholar 

  • Chen J (2016) Study on friction properties of rubber-metal sliding interface in rubber processing. MA.Eng. Harbin Institute of Technology, Harbin,China. (in chinese)

  • Chen X, Cui P, Feng Z, Chen J, Li Y (2006) Experimental study on artificial rainfall of debris flow induced by landslide. J Rock Mech Eng 25(1):106–116 (in chinese)

    Google Scholar 

  • Corcoran MK, Peters JF, Dunbar JB, Llopis JL, Tracy FT, Wibowo JL, Simms JE, Kees CE, McKay SK, Fischenich JC, Farthing MW, Glynn ME, Robbins BA, Strange RC, Schultz MT, Clarke JU, Berry TE, Little CD, Lee LT (2011) Initial research into the effects of woody vegetation on levees, vol IV. US Army Corps of Engineers, Engineer Research and Development Center, Washington DC

    Google Scholar 

  • Cui P, Lin Y (2013) Debris-flow treatment: the integration of botanical and geotechnical methods. J Resour Ecol 4(2):97–104. https://doi.org/10.5814/j.issn.1674-764x.2013.02.001

    Article  Google Scholar 

  • Ding X, Zhang S ,Wang Y , et al. (2017) On the inter-annual variability of vegetated slope stability. Science of Soil and Water Conservation 15(2):18–24. (in chinese)

  • Dorren LKA, Berger F (2005) Stem breakage of trees and energy dissipation during rockfall impacts. Tree Physiol 26:63–71. https://doi.org/10.1093/treephys/26.1.63

    Article  Google Scholar 

  • Elmar M, Schmaltz I, Martin M (2018) Integration of root systems into a GIS-based slip surface model: computational experiments in a generic hillslope environment. Landslides 15:1561–1575. https://doi.org/10.1007/s10346-018-0970-8

    Article  Google Scholar 

  • Ennos AR (1990) The anchorage of leek seedlings: the effect of root length and soil strength. Ann Bot 65(4):409–416. https://doi.org/10.1093/oxfordjournals.aob.a087951

    Article  Google Scholar 

  • Forbes KJB, Bischetti GB, Brardinoni F, Dykes A, Dgray DG, Imaizumi F et al. (2011) Forests and landslides the role of trees and forests in the prevention of landslides and rehabilitation of landslide-affected areas in Asia. Rap Publication 14–18

  • Ghestem M, Sidle RC, Stokes A (2011) The influence of plant root systems on subsurface flow: implications for slope stability. BioScience 61(11):869–879. https://doi.org/10.1525/bio.2011.61.11.6

    Article  Google Scholar 

  • Gray DH (1998) Biotechnical and soil bioengineering slope stabilization: a practical guide for erosion control. Soil Sci 163(1):83–85. https://doi.org/10.1097/00010694-199711000-00010

    Article  Google Scholar 

  • Greenwood JR (2006) Slip4ex – a program for routine slope stability analysis to include the effects of vegetation, reinforcement and hydrological changes. Geotech Geol Eng 24(3):449–465. https://doi.org/10.1007/s10706-005-4156-5

    Article  Google Scholar 

  • Guns M, Vanacker V (2013) Forest cover change trajectories and their impact on landslide occurrence in the tropical Andes. Environ Earth Sci 70(7):2941–2952. https://doi.org/10.1007/s12665-013-2352-9

    Article  Google Scholar 

  • He S, Wang D, Fang Y, Lan H (2017) Guidelines for integrating ecological and biological engineering technologies for control of severe erosion in mountainous areas – a case study of the xiaojiang river basin, China. Int Soil Water Conserv Res 5(4):335–344. https://doi.org/10.1016/j.iswcr.2017.05.001

    Article  Google Scholar 

  • Hess DM, Leshchinsky BA, Bunn M, Benjamin Mason H, Olsen MJ (2017) A simplified three-dimensional shallow landslide susceptibility framework considering topography and seismicity. Landslides 14:1677–1697. https://doi.org/10.1007/s10346-017-0810-2

    Article  Google Scholar 

  • Lam CC, Leung YK (1995) Extreme rainfall statistics and design rainstorm profiles at selected locations in Hong Kong. Royal Observatory, Hong Kong

    Google Scholar 

  • Lee IK (1984) Soil mechanics. Soil Mech. https://doi.org/10.1007/0-387-30842-3_65

  • Li S, Yue S, Xu H (2001) Forest vegetation and debris flow activities. Research of Soil and Water Conservation 8(2):30–32. (in chinese)

  • Loáiciga HA, Johnson JM (2018) Infiltration on sloping terrain and its role on runoff generation and slope stability. J Hydrol S0022169418302762. https://doi.org/10.1016/j.jhydrol.2018.04.023

  • Mickovski SB, Bengough AG, Bransby MF, Davies MCR, Sonnenberg R (2007) Material stiffness, branching pattern and soil matric potential affect the pullout resistance of model root systems. Eur J Soil Sci 58(6):1471–1481. https://doi.org/10.1111/j.1365-2389.2007.00953.x

    Article  Google Scholar 

  • Morita M, Yen BC (2002) Modeling of conjunctive two- dimensional surface-three-dimensional subsurface flows. J Hydr Eng Am Soc Civil Eng 128(2):184–201

    Article  Google Scholar 

  • Ng CWW, Kamchoom K, & Leung A (2015) Centrifuge modelling of the effects of root geometry on transpiration-induced suction and stability of vegetated slopes. Landslides 1–14. https://doi.org/10.1007/s10346-015-0645-7

  • Ocakoglu F, Gokceoglu C, Ercanoglu M (2002) Dynamics of a complex mass movement triggered by heavy rainfall: a case study from nw Turkey. Geomorphology 42(3):329–341. https://doi.org/10.1016/S0169-555X(01)00094-0

    Article  Google Scholar 

  • Peng R, Luo Y, Yu J, Zhao Z (2017) Vegetation cover change and its relationship with rainfall in Southwest China from 2009 to 2015. J Guizhou Normal Univ (Nat Sci) 05:19–27 (in chinese)

    Google Scholar 

  • Promper C, Puissant A, Malet J-P, Glade T (2014) Analysis of land cover changes in the past and the future as contribution to landslide risk scenarios. Appl Geogr 53:11–19. https://doi.org/10.1016/j.apgeog.2014.05.020

    Article  Google Scholar 

  • Reichenbach P, Busca C, Mondini AC, Rossi M (2014) The influence of land use change on landslide susceptibility zonation: the briga catchment test site (Messina, Italy). Environ Manag 54(6):1372–1384. https://doi.org/10.1007/s00267-014-0357-0

    Article  Google Scholar 

  • Rey F, Burylo M (2014) Can bioengineering structures made of willow cuttings trap sediment in eroded marly gullies in a Mediterranean mountainous climate? Geomorphology 204:564–572. https://doi.org/10.1016/j.geomorph.2013.09.003

    Article  Google Scholar 

  • Riestenberg MM, Sovonickdunford S (1983) The role of woody vegetation in stabilizing slopes in the Cincinnati area, Ohio. Geol Soc Am Bull 94(4):506–518. https://doi.org/10.1130/0016-7606(1983)942.0.CO;2

    Article  Google Scholar 

  • Schmaltz EM, Mergili M (2018) Integration of root systems into a gis-based slip surface model: computational experiments in a generic hillslope environment. Landslides. 15:1561–1575. https://doi.org/10.1007/s10346-018-0970-8

    Article  Google Scholar 

  • Song Z, Ni H, Zhang Y, Yang Z, Feng W (2018) Distribution law of geohazard types and provincial characteristics of southwest drastically changeable terrain. Chin J Undergr Space Eng 14(S1):455–464 (in chinese)

    Google Scholar 

  • Stokes A, Atger C, Bengough AG, Fourcaud T, Sidle RC (2009) Desirable plant root traits for protecting natural and engineered slopes against landslides. Plant Soil 324:1–30. https://doi.org/10.1007/s11104-009-0159-y

    Article  Google Scholar 

  • Stokes A, Douglas GB, Fourcaud T, Giadrossich F, Gillies C, Hubble T, Kim JH, Loades KW, Mao Z, IR MI, Mickovski SB, Mitchell S, Osman N, Phillips C, Poesen J, Polster D, Preti F, Raymond P, Rey F, Schwarz M, Walker LR (2014) Ecological mitigation of hillslope instability: ten key issues facing researchers and practitioners. Plant Soil 377(1–2):1–23. https://doi.org/10.1007/s11104-014-2044-6

    Article  Google Scholar 

  • Watson A, Phillips C, Marden M (1999) Root strength, growth, and rates of decay: root reinforcement changes of two tree species and their contribution to slope stability. Plant Soil 217(1–2):39–47. https://doi.org/10.1023/a:1004682509514

    Article  Google Scholar 

  • Wu (2016) Atmosphere-plant-soil interactions: theories and mechanisms. Chinese Journal of Geotechnical Engineering39(1):2–47. (in chinese)

  • Xu C, Dai F, Xiao J (2011) Statistical analysis of characteristic parameters of landslides triggered by May 12, 2008 Wenchuan earthquake. Journal of Natural Disasters 20 (4):147–153. (in chinese)

  • Yang Z, Cai H, Lei X et al. (2019) Experimental study on hydro-mechanical behavior of unsaturated gravelly soil slope failure. Rock and Soil Mechanics 40(5):1869–1880. (in chinese)

  • Zhan L, Liu X, Tai P, Chen Y (2014) Centrifuge modelling of rainfall-induced slope failure in silty soils and validation of intensity-duration curves. Chin J Geotech Eng 36(10):1784–1790 (in chinese). https://doi.org/10.11779/CJGE201410004

    Article  Google Scholar 

  • Zhang X, An Z (1994) Relationship between forests and loess thicknesses in the loess plateau region. Bull Soil Water Conserv 14(6):1–4

    Google Scholar 

  • Zhijun Z , Zhendong S (2014) Analysis on stability of shallow ecological slope considering vegetation factor[J]. Urban Roads Bridges & Flood Control 7:105–107 (in Chinese)

  • Zhou (2008) Centrifuge and three-dimensional numerical modelling of steep CDG slopes reinforced with different sizes of nail heads. Ph.D. The Hong Kong University of Science and Technology, Hong Kong, China

  • Zhou S (2011) Tensile mechanical properties of silvery forest trees.Ph.D. Beijing Forestry University, Beijing, China. (in chinese)

Download references

Funding

This work was supported by the Strategic Priority Research Program of the Chinese Academy of Sciences (Grant No. XDA23090403) and the National Natural Science Foundation of China (Grant No. 41790434).

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Authors and Affiliations

  1. Key Laboratory of Mountain Hazards and Earth Surface Processes, Chinese Academy of Sciences, Chengdu, 610041, China

    Huijuan Lan, Daojie Wang, Songtang He, Wenle Chen, Peng Zhao & Yuchao Qi

  2. Institute of Mountain Hazards and Environment, Chinese Academy of Science & Ministry of Water Conservancy, Chengdu, 610041, China

    Huijuan Lan, Daojie Wang, Songtang He, Wenle Chen, Peng Zhao & Yuchao Qi

  3. University of Chinese Academy of Sciences, Beijing, 100049, China

    Huijuan Lan, Songtang He, Wenle Chen, Peng Zhao & Yuchao Qi

  4. PetroChina Southwest Pipeline Company, Chengdu, 610041, China

    Yingchao Fang

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  1. Huijuan Lan
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  2. Daojie Wang
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  3. Songtang He
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Correspondence to Daojie Wang.

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Lan, H., Wang, D., He, S. et al. Experimental study on the effects of tree planting on slope stability. Landslides 17, 1021–1035 (2020). https://doi.org/10.1007/s10346-020-01348-z

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