Evaluation of plant growth and spacing effects on bioengineered slopes subjected to rainfall

Farshad Yazdani , Hamed Sadeghi , Pouya AliPanahi , Mostafa Gholami , Anthony Kwan Leung

Biogeotechnics ›› 2024, Vol. 2 ›› Issue (2) : 100080

PDF (6477KB)
Biogeotechnics ›› 2024, Vol. 2 ›› Issue (2) :100080 DOI: 10.1016/j.bgtech.2024.100080
Research article
research-article

Evaluation of plant growth and spacing effects on bioengineered slopes subjected to rainfall

Author information +
History +
PDF (6477KB)

Abstract

Shallow landslides can be mitigated through the hydro-mechanical reinforcement provided by vegetation. Several critical parameters, such as plant spacing and plant age, play a significant role in influencing bioengineered slope stability facilitated by vegetation. However, the coupling of these effects on the stability of vegetated slope has been ignored. The objective of this study is to investigate the hydro-mechanical impact of vegetation growth and spacing on the stability of bioengineered slopes based on the predictions of a calibrated numerical model against field measurements. The impact of vegetation is investigated, with specific attention given to different plant spacing and growth stages, utilizing Schefflera arboricola. In the context of rainfall, it was observed that younger vegetation demonstrated more effective matric suction retention and recovery up to 25 kPa compared to the aged vegetation. Vegetation was revealed to substantially enhance the factor of safety up to 0.3 compared to the bare slope. Plant growth and reducing plant spacing increased the impact of root systems on both hydraulic and mechanical stability, primarily attributable to the influence of root cohesion rather than transpiration rates. The results revealed that the mechanical contribution to the factor of safety enhancement was raised from one-third to two-thirds because of the vegetation-induced cohesion within the growing rooted zone.

Keywords

Bioengineered slopes / Shallow landslide / Plant age / Plant spacing / Slope stability

Cite this article

Download citation ▾
Farshad Yazdani, Hamed Sadeghi, Pouya AliPanahi, Mostafa Gholami, Anthony Kwan Leung. Evaluation of plant growth and spacing effects on bioengineered slopes subjected to rainfall. Biogeotechnics, 2024, 2(2): 100080 DOI:10.1016/j.bgtech.2024.100080

登录浏览全文

4963

注册一个新账户 忘记密码

CRediT authorship contribution statement

Farshad Yazdani: Writing - original draft, Visualization, Validation, Methodology, Formal analysis, Conceptualization. Hamed Sadeghi: Writing - review & editing, Supervision, Resources, Project administration, Methodology, Conceptualization. Pouya AliPanahi: Writing - original draft, Visualization, Data curation. Mostafa Gholami: Writing - original draft, Visualization, Data curation. Anthony Kwan Leung: Writing - review & editing.

Declaration of Competing Interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper. Anthony Kwan Leung is the Associate Editor for Biogeotechnics and was not involved in the editorial review or the decision to publish this article.

Acknowledgments

The financial support provided by Iran National Science Foundation for “Experimental study of the hydromechanical behavior of rooted soils in green stabilization of unsaturated slopes” by way of grant No. 4000730 and by the Hong Kong Research Grants Council (no. 16202422 and C6006–20G) is gratefully acknowledged.

References

[1]

Boldrin, D., Leung, A. K., & Bengough, A. G. (2017). Root biomechanical properties during establishment of woody perennials. Ecological Engineering, 109, 196-206. https://doi.org/10.1016/j.ecoleng.2017.05.002

[2]

Bordoloi, S., Gadi, V. K., Hussain, R., Sahoo, L., Garg, A., Sreedeep, S., Mei, G., & Poulsen, T. G. (2018). Influence of Eichhornia crassipes fibre on water retention and cracking of vegetated soils. Géotechnique Letters, 8(2), 130-137. https://doi.org/10.1680/jgele.17.00181

[3]

Bordoloi, S., & Ng, C. W. W. (2020). The effects of vegetation traits and their stability functions in bio-engineered slopes: A perspective review. Engineering Geology, 275, Article 105742. https://doi.org/10.1016/j.enggeo.2020.105742

[4]

Brolsma, R. J., Van Beek, L. P. H., & Bierkens, M. F. P. (2010). Vegetation competition model for water and light limitation. II: Spatial dynamics of groundwater and vegetation. Ecological Modelling, 221(10), 1364-1377. https://doi.org/10.1016/j.ecolmodel.2010.02.010

[5]

Carminati, A., Moradi, A. B., Vetterlein, D., Vontobel, P., Lehmann, E., Weller, U., Vogel, H., & Oswald, S. E. (2010). Dynamics of soil water content in the rhizosphere. Plant and Soil, 332, 163-176. https://doi.org/10.1007/s11104-010-0283-8

[6]

Chen, J. Y., Chen, X. Q., Song, D. R., Lv, M., Guo, H. Q., & Sadeghi, H. (2023). Characteristics of root-permeated soil under simple-shear and direct-shear conditions. Journal of Mountain Science, 20(8), 2422-2435. https://doi.org/10.1007/s11629-022-7722-x

[7]

Darzi, A. G., Sadeghi, H., Hedayati-Azar, A., & Alipanahi, P. (2022). Modeling water retention curve of GCL exposed to pore fluid with solute concentrations. International Conference on Environmental Geotechnology, Recycled Waste Materials and Sustainable Engineering, 133-144. https://doi.org/10.1007/978-981-99-4041-7_14

[8]

Darzi, A. G., Sadeghi, H., & Zhou, C. (2023). A soil-brine retention model for wetting processes considering the hysteresis effects. Transportation Geotechnics, 41, Article 101032. https://doi.org/10.1016/j.trgeo.2023.101032

[9]

Ganesan, S. P., Garg, A., & Liu, J. (2021). Exploring effect of mature tree on suction distribution in a natural slope. Indian Geotechnical Journal, 51, 673-683. https://doi.org/10.1007/s40098-021-00563-2

[10]

Garakani, A. A., Birgani, M. M., & Sadeghi, H. (2021). An effective stress-based parametric study on the seismic stability of unsaturated slopes with implications for preliminary microzonation. Bulletin of Engineering Geology and the Environment, 80, 7525-7549. https://doi.org/10.1007/s10064-021-02440-x

[11]

Garg, A., Coo, J. L., & Ng, C. W. W. (2015a). Field study on influence of root characteristics on soil suction distribution in slopes vegetated with Cynodon dactylon and Schefflera heptaphylla. Earth Surface Processes and Landforms, 40(12), 1631-1643. https://doi.org/10.1002/esp.3743

[12]

Garg, A., Leung, A. K., & Ng, C. W. W. (2015b). Transpiration reduction and root distribution functions for a non-crop species Schefflera heptaphylla. Catena, 135, 78-82. https://doi.org/10.1016/j.catena.2015.06.019

[13]

Garg, A., Li, J., Hou, J., Berretta, C., & Garg, A. (2017). A new computational approach for estimation of wilting point for green infrastructure. Measurement, 111, 351-358. https://doi.org/10.1016/j.measurement.2017.07.026

[14]

Genet, M., Stokes, A., Salin, F., Mickovski, S. B., Fourcaud, T., Dumail, J. F., & Van Beek, R. (2005). The influence of cellulose content on tensile strength in tree roots. Plant and Soil, 278, 1-9. https://doi.org/10.1007/s11104-005-8768-6

[15]

Van Genuchten, M. T. (1980). A closed‐form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal, 44(5), 892-898. https://doi.org/10.2136/sssaj1980.03615995004400050002x

[16]

GEO (Geotechnical Engineering Office) (2011). Technical Guidelines On Landscape Treatment For Slopes. Hong Kong, China: GEO.

[17]

Giupponi, L., Bischetti, G. B., & Giorgi, A. (2017). A proposal for assessing the success of soil bioengineering work by analysing vegetation: Results of two case studies in the Italian Alps. Landscape and Ecological Engineering, 13, 305-318. https://doi.org/10.1007/s11355-016-0323-5

[18]

Guo, H. Q., Chen, X. Q., Song, D. R., Mu, Q. Y., Sadeghi, H., Jiang, H., & Lv, M. (2023). Effects of solar radiation and fine roots on suction of Amorpha fruticose-vegetated soil. Journal of Mountain Science, 20(6), 1790-1804. https://doi.org/10.1007/s11629-022-7694-x

[19]

Hau, B. C., & Corlett, R. T. (2003). Factors affecting the early survival and growth of native tree seedlings planted on a degraded hillside grassland in Hong Kong, China. Restoration Ecology, 11(4), 483-488. https://doi.org/10.1046/j.1526-100X.2003.rec0279.x

[20]

Hedayati-Azar, A., & Sadeghi, H. (2022). Semi-empirical modelling of hydraulic conductivity of clayey soils exposed to deionized and saline environments. Journal of Contaminant Hydrology, 249, Article 104042. https://doi.org/10.1016/j.jconhyd.2022.104042

[21]

Hedayati-Azar, A., Sadeghi, H., Darzi, A. G., & AliPanahi, P. (2022). Numerical modelling of soluble contamination transport in landfills based on empirical function of membrane efficiency. International Conference on Environmental Geotechnology, Recycled Waste Materials and Sustainable Engineering, 183-198. https://doi.org/10.1007/978-981-99-4041-7_18

[22]

Hemmati, S., Gatmiri, B., Cui, Y. J., & Vincent, M. (2012). Thermo-hydro-mechanical modelling of soil settlements induced by soil-vegetation-atmosphere interactions. Engineering Geology, 139, 1-16. https://doi.org/10.1016/j.enggeo.2012.04.003

[23]

Ho, M. Y. (2007). Governing Parameters for Stress-dependent Soil-water Characteristics, Conjunctive Flow and Slope Stability (PhD Thesis)The Hong Kong University of Science and Technology.

[24]

Hossain, M. A., & Yin, J. H. (2010). Shear strength and dilative characteristics of an unsaturated compacted completely decomposed granite soil. Canadian Geotechnical Journal, 47(10), 1112-1126. https://doi.org/10.1139/T10-015

[25]

Kamchoom, V., & Leung, A. K. (2018). Hydro-mechanical reinforcements of live poles to slope stability. Soils and Foundations, 58(9), 1423-1434. https://doi.org/10.1016/j.sandf.2018.08.003

[26]

Kokutse, N. K., Temgoua, A. G. T., & Kavazović Z. (2016). Slope stability and vegetation: Conceptual and numerical investigation of mechanical effects. Ecological Engineering, 86, 146-153. https://doi.org/10.1016/j.ecoleng.2015.11.005

[27]

Kolahdooz, A., Sadeghi, H., & Ahmadi, M. M. (2020). A numerical study on the effect of salinity on stability of an unsaturated railway embankment under rainfall. E3S Web of Conferences, 195, 01004. https://doi.org/10.1051/e3sconf/202019501004

[28]

Kroener, E., Zarebanadkouki, M., Kaestner, A., & Carminati, A. (2014). Nonequilibrium water dynamics in the rhizosphere: How mucilage affects water flow in soils. Water Resources Research, 6479-6495. https://doi.org/10.1002/2013WR014756

[29]

Lam, C. C., & Leung, Y. K. (1995). Extreme Rainfall Statistics and Design Rainstorm Profiles at Selected Locations in Hong Kong. Hong Kong: Royal Observatory.

[30]

Leung, A. K., Boldrin, D., Liang, T., Wu, Z. Y., Kamchoom, V., & Bengough, A. G. (2018). Plant age effects on soil infiltration rate during early plant establishment. Géotechnique, 68(7), 646-652. https://doi.org/10.1680/jgeot.17.T.037

[31]

Leung, A. K., Garg, A., Coo, J. L., Ng, C. W. W., & Hau, B. C. H. (2015b). Effects of the roots of Cynodon dactylon and Schefflera heptaphylla on water infiltration rate and soil hydraulic conductivity. Hydrological Processes, 29(15), 3342-3354. https://doi.org/10.1002/hyp.10452

[32]

Leung, A. K., Garg, A., & Ng, C. W. W. (2015a). Effects of plant roots on soil-water retention and induced suction in vegetated soil. Engineering Geology, 193, 183-197. https://doi.org/10.1016/j.enggeo.2015.04.017

[33]

Ma, Q., Wu, N., Xiao, H., Li, Z., & Li, W. (2021). Effect of Bermuda grass root on mechanical properties of soil under dry-wet cycles. Bulletin of Engineering Geology and the Environment, 80, 7083-7097. https://doi.org/10.1007/s10064-021-02369-1

[34]

Ng, C. W. W., Kamchoom, V., & Leung, A. K. (2016a). Centrifuge modelling of the effects of root geometry on transpiration-induced suction and stability of vegetated slopes. Landslides, 13, 925-938. https://doi.org/10.1007/s10346-015-0645-7

[35]

Ng, C. W. W., Leung, A. K., & Woon, K. X. (2014). Effects of soil density on grass-induced suction distributions in compacted soil subjected to rainfall. Canadian Geotechnical Journal, 51(3), 311-321. https://doi.org/10.1139/cgj-2013-0221

[36]

Ng, C. W. W., Ni, J. J., & Leung, A. K. (2020). Effects of plant growth and spacing on soil hydrological changes: A field study. Géotechnique, 70(10), 867-881. https://doi.org/10.1680/jgeot.18.P.207

[37]

Ng, C. W. W., Sadeghi, H., Hossen, S. B., Chiu, C. F., Alonso, E. E., & Baghbanrezvan, S. (2016b). Water retention and volumetric characteristics of intact and re-compacted loess. Canadian Geotechnical Journal, 53(8), 1258-1269. https://doi.org/10.1139/cgj-2015-0364

[38]

Ng, C. W. W., Woon, K. X., Leung, A. K., & Chu, L. M. (2013). Experimental investigation of induced suction distribution in a grass-covered soil. Ecological Engineering, 52, 219-223. https://doi.org/10.1016/j.ecoleng.2012.11.013

[39]

Ni, J., Cheng, Y., Wang, Q., Ng, C. W. W., & Garg, A. (2019b). Effects of vegetation on soil temperature and water content: Field monitoring and numerical modelling. Journal of Hydrology, 571, 494-502. https://doi.org/10.1016/j.jhydrol.2019.02.009

[40]

Ni, J., Ng, C. W. W., & Gao, Y. (2020). Modelling root growth and soil suction due to plant competition. Journal of Theoretical Biology, 484, Article 110019. https://doi.org/10.1016/j.jtbi.2019.110019

[41]

Ni, J. J., Leung, A. K., & Ng, C. W. W. (2019a). Influences of plant spacing on root tensile strength of Schefflera arboricola and soil shear strength. Landscape and Ecological Engineering, 15, 223-230. https://doi.org/10.1007/s11355-019-00374-x

[42]

Ni, J. J., Leung, A. K., Ng, C. W. W., & Shao, W. (2018). Modelling hydro-mechanical reinforcements of plants to slope stability. Computers and Geotechnics, 95, 99-109. https://doi.org/10.1016/j.compgeo.2017.09.001

[43]

Ni, J. J., Leung, A. K., Ng, C. W. W., & So, P. S. (2017). Investigation of plant growth and transpiration-induced matric suction under mixed grass-tree conditions. Canadian Geotechnical Journal, 54(4), 561-573. https://doi.org/10.1139/cgj-2016-0226

[44]

Ozier-Lafontaine, H., Lafolie, F., Bruckler, L., Tournebize, R., & Mollier, A. (1998). Modelling competition for water in intercrops: Theory and comparison with field experiments. Plant and Soil, 204(2), 183-201. https://doi.org/10.1023/A:1004399508452

[45]

Rahardjo, H., Satyanaga, A., Leong, E. C., Santoso, V. A., & Ng, Y. S. (2014). Performance of an instrumented slope covered with shrubs and deep-rooted grass. Soils and Foundations, 54(3), 417-425. https://doi.org/10.1016/j.sandf.2014.04.010

[46]

Sadeghi, H., & AliPanahi, P. (2020). Saturated hydraulic conductivity of problematic soils measured by a newly developed low-compliance triaxial permeameter. Engineering Geology, 278, Article 105827. https://doi.org/10.1016/j.enggeo.2020.105827

[47]

Sadeghi, H., & Darzi, A. G. (2023). A soil-water retention model incorporating pore-fluid osmotic potential. International Journal of Geomechanics, 23(11), Article 04023209. https://doi.org/10.1061/IJGNAI.GMENG-8648

[48]

Sadeghi, H., Heydari, A., & Zhou, C. (2024). Insights into the fluid retention and shrinkage of a lean clay under the combined influence of microstructure, solute concentration and salt species. Acta Geotechnica, 1-18. https://doi.org/10.1007/s11440-023-02206-7

[49]

Sadeghi, H., Kohal, F. Y. B., Gholami, M., Alipanahi, P., & Song, D. (2023). Hydro-mechanical modeling of a vegetated slope subjected to rainfall. E3S Web of Conferences, 382, EDP Sciences,13004. https://doi.org/10.1051/e3sconf/202338213004

[50]

Sadeghi, H., Kolahdooz, A., & Ahmadi, M. M. (2022). Slope stability of an unsaturated embankment with and without natural pore water salinity subjected to rainfall infiltration. Rock and Soil Mechanics, 43(8), 2136. https://doi.org/10.16285/j.rsm.2021.00155

[51]

Scholl, P., Leitner, D., Kammerer, G., Loiskandl, W., Kaul, H. P., & Bodner, G. (2014). Root induced changes of effective 1D hydraulic properties in a soil column. Plant and Soil, 381, 193-213. https://doi.org/10.1007/s11104-014-2121-x

[52]

Świtała, B. M., & Wu, W. (2018). Numerical modelling of rainfall-induced instability of vegetated slopes. Géotechnique, 68(6), 481-491. https://doi.org/10.1680/jgeot.16.P.176

[53]

Vanapalli, S. K., Fredlund, D. G., Pufahl, D. E., & Clifton, A. W. (1996). Model for the prediction of shear strength with respect to soil suction. Canadian Geotechnical Journal, 33(3), 379-392. https://doi.org/10.1139/t96-060

[54]

Vergani, C., & Graf, F. (2016). Soil permeability, aggregate stability and root growth: A pot experiment from a soil bioengineering perspective. Ecohydrology, 9(5), 830-842. https://doi.org/10.1002/eco.1686

[55]

Wang, X., Ma, C., Wang, Y., Wang, Y., Li, T., Dai, Z., & Li, M. (2020). Effect of root architecture on rainfall threshold for slope stability: Variabilities in saturated hydraulic conductivity and strength of root-soil composite. Landslides, 17, 1965-1977. https://doi.org/10.1007/s10346-020-01422-6

[56]

Wu, T. H., Kokesh, C. M., Trenner, B. R., & Fox, P. J. (2014). Use of live poles for stabilization of a shallow slope failure. Journal of Geotechnical and Geoenvironmental Engineering, 140(10), Article 05014001. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001161

[57]

Zhang, L. L., Zhang, J., Zhang, L. M., & Tang, W. H. (2011). Stability analysis of rainfall- induced slope failure: A review. Proceedings of the Institution of Civil Engineers- Geotechnical Engineering, 164(5), 299-316. https://doi.org/10.1680/geng.2011.164.5.299

[58]

Zhou, W. H., He, S. Y., Garg, A., & Yin, Z. Y. (2020). Field monitoring of suction in the vicinity of an urban tree: Exploring termite infestation and the shading effects of tree canopy. Acta Geotechnica, 15, 1341-1361. https://doi.org/10.1007/s11440-019-00810-0

[59]

Zhu, H., Zhang, L. M., Xiao, T., & Li, X. Y. (2017). Enhancement of slope stability by vegetation considering uncertainties in root distribution. Computers and Geotechnics, 85, 84-89. https://doi.org/10.1016/j.compgeo.2016.12.027

[60]

Zhuang, J. Q., & Peng, J. B. (2014). A coupled slope cutting-a prolonged rainfall-induced loess landslide: A 17 October 2011 case study. Bulletin of Engineering Geology and the Environment, 73(4), 997-1011. https://doi.org/10.1007/s10064-014-0645-1

AI Summary AI Mindmap
PDF (6477KB)

33

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/