Abstract
The slope is easy to lose its stability under rainfall scouring and infiltration after excavation, and soil improvement can effectively improve the erosion resistance of the slope. At present, there are few studies on the hydrodynamic characteristics of the improved slope under field conditions, which leads to insufficient research on the mechanism of soil and water conservation and ecological restoration of the slope by the improver, and is not conducive to the further promotion and application. In this paper, a new polymer composite material (ADNB) was used to carry out the field rainfall erosion test. By comparing the slope runoff velocity, average runoff depth, resistance coefficient, runoff shear stress and runoff power of the test slope and the natural slope, the enhancement effect of ADNB on the erosion resistance of slope was studied. Through long-term monitoring of soil physical properties and plant growth, the mechanism of ADNB to enhance soil erosion resistance is revealed. The results show that ADNB can effectively improve the compactness and air permeability of slope soil and reduce rainfall erosion. The germination time, germination rate, average height and coverage of plants can also be improved. In summary, ADNB can enhance the ecological self-repairing ability of slope by improving soil erosion resistance and promoting plant growth, and ultimately improve the stability of slope soil.
Similar content being viewed by others
References
Ahmad G, Khan AA, Mohamed HI (2021) Impact of the low and high concentrations of fly ash amended soil on growth, physiological response, and yield of pumpkin (Cucurbita moschata Duch. Ex Poiret L.). Environ Sci Pollut Res. https://doi.org/10.1007/s11356-020-12029-8
AL-Kayssi AW (2021) Use of water retention data and soil physical quality index S to quantify hard-setting and degree of soil compactness indices of gypsiferous soils. Soil Tillage Res. https://doi.org/10.1016/j.still.2020.104805
Almajed A, Khodadadi Tirkolaei H, Kavazanjian E (2018) Baseline investigation on enzyme-induced calcium carbonate precipitation. J Geotech Geoenvironmental Eng 144:04018081. https://doi.org/10.1061/(asce)gt.1943-5606.0001973
Anis Z, Wissem G, Riheb H et al (2019) Effects of clay properties in the landslides genesis in flysch massif: Case study of Aïn Draham, North Western Tunisia. J African Earth Sci 151:146–152. https://doi.org/10.1016/j.jafrearsci.2018.12.005
Basack S, Goswami G, Khabbaz H et al (2021) A comparative study on soil stabilization relevant to transport infrastructure using bagasse ash and stone dust and cost effectiveness. Civ Eng J 7:1947–1963. https://doi.org/10.28991/cej-2021-03091771
Berendse F, van Ruijven J, Jongejans E, Keesstra S (2015) Loss of plant species diversity reduces soil erosion resistance. Ecosystems. https://doi.org/10.1007/s10021-015-9869-6
Bilgen G (2020) Utilization of powdered glass in lime-stabilized clayey soil with sea water. Environ Earth Sci. https://doi.org/10.1007/s12665-020-09195-w
Bochet E, Rubio JL, Poesen J (1998) Relative efficiency of three representative matorral species in reducing water erosion at the microscale in a semi-arid climate. Geomorphology. https://doi.org/10.1016/S0169-555X(97)00109-8
Çadraku HS, Jagxhiu B (2020) Sustainability and functionality of railway network and its connecting facilities in Kosovo. J Human Earth Futur 1:112–121. https://doi.org/10.28991/hef-2020-01-03-02
Chakraborty S, Hore R, Ahmed F, Ansary MA (2017) Soft ground improvement at the Rampal Coal Based Power Plant connecting road project in Bangladesh. Geotech Eng 48(4):69–75
Chen TL, Zhou J, Wang AM, Li H (2014) Application of self-drilling anchor on coal gangue slope treatment. Appl Mech Mater 580–583:935–939
Cuezva S, Fernandez-Cortes A, Benavente D et al (2011) Short-term CO2(g) exchange between a shallow karstic cavity and the external atmosphere during summer: role of the surface soil layer. Atmos Environ 45:1418–1427. https://doi.org/10.1016/j.atmosenv.2010.12.023
Dahoua L, Usychenko O, Savenko VY, Hadji R (2018) Mathematical approach for estimating the stability of geotextile-reinforced embankments during an earthquake. Min Sci 25:207–217. https://doi.org/10.5277/msc182501
Deletic A (2005) Sediment transport in urban runoff over grassed areas. J Hydrol. https://doi.org/10.1016/j.jhydrol.2004.06.023
Gilazghi ST, Huang J, Rezaeimalek S, Bin-Shafique S (2016) Stabilizing sulfate-rich high plasticity clay with moisture activated polymerization. Eng Geol. https://doi.org/10.1016/j.enggeo.2016.07.007
Hadji R, Boumazbeur A, errahmane, Limani Y, et al (2013) Geologic, topographic and climatic controls in landslide hazard assessment using GIS modeling: A case study of Souk Ahras region, NE Algeria. Quat Int 302:224–237. https://doi.org/10.1016/j.quaint.2012.11.027
Hegde A (2017) Geocell reinforced foundation beds-past findings, present trends and future prospects: a state-of-the-art review. Constr Build Mater 154:658–674. https://doi.org/10.1016/j.conbuildmat.2017.07.230
Huang W, Liu Z, Zhou C, Yang X (2020) Enhancement of soil ecological self-repair using a polymer composite material. CATENA. https://doi.org/10.1016/j.catena.2019.104443
Huang W, Du J, Sun H et al (2021a) New polymer composites improve silty clay soil microstructure: an evaluation using NMR. L Degrad Dev 32:3272–3281. https://doi.org/10.1002/ldr.3983
Huang W, Zhou C, Liu Z et al (2021b) Improving soil-water characteristics and pore structure of silty soil using nano-aqueous polymer stabilisers. KSCE J Civ Eng 25:3298–3305. https://doi.org/10.1007/s12205-021-2036-z
Jim CY (1993) Soil compaction as a constraint to tree growth in tropical & subtropical urban habitats. Environ Conserv 20:35–49. https://doi.org/10.1017/S0376892900037206
Lee M, Gomez MG, El Kortbawi M, Ziotopoulou K (2022) Effect of light biocementation on the liquefaction triggering and post-triggering behavior of loose sands. J Geotech Geoenvironmental Eng. https://doi.org/10.1061/(asce)gt.1943-5606.0002707
Li X, Gao J, Guo Z et al (2020) A study of rainfall-runoff movement process on high and steep slopes affected by double turbulence sources. Sci Rep. https://doi.org/10.1038/s41598-020-66060-3
Liu J, Shi B, Jiang H et al (2009) Improvement of water-stability of clay aggregates admixed with aqueous polymer soil stabilizers. CATENA. https://doi.org/10.1016/j.catena.2008.12.016
Liu J, Shi B, Jiang H et al (2011) Research on the stabilization treatment of clay slope topsoil by organic polymer soil stabilizer. Eng Geol. https://doi.org/10.1016/j.enggeo.2010.10.011
Mahdadi F, Boumezbeur A, Hadji R et al (2018) GIS-based landslide susceptibility assessment using statistical models: a case study from Souk Ahras province. N-E Algeria Arab J Geosci. https://doi.org/10.1007/s12517-018-3770-5
Mahmoudian H, Hashemi M, Ajalloeian R, Movahedi B (2020) Investigating the effect of additives’ size on the improvement of the tensile and compressive strengths and deformation characteristics of collapsible soils. Environ Earth Sci. https://doi.org/10.1007/s12665-020-09085-1
Manchar N, Benabbas C, Hadji R et al (2018) Landslide susceptibility assessment in constantine by means of statistical models what is so different about was ist so anders am neuroenhancement ? Studia Geotechnica Et Mechanica 40:208–219
Marto A, Latifi N, Eisazadeh A (2014) Effect of non-traditional additives on engineering and microstructural characteristics of laterite soil. Arab J Sci Eng. https://doi.org/10.1007/s13369-014-1286-1
Pu S, Hou Y, Ma J et al (2019) Stabilization behavior and performance of loess using a novel biomass-based polymeric soil stabilizer. Environ Eng Geosci. https://doi.org/10.2113/EEG-2074
Qian C, Yu F, Dongli S, et al (2017) Experimental study on the response of slope runoff and erosion process to vegetative filter strip. J Soil Water Conserv. 6:104–109
Rezaeimalek S, Nasouri R, Huang J, Bin-Shafique S (2018) curing method and mix design evaluation of a styrene-acrylic based liquid polymer for sand and clay stabilization. J Mater Civ Eng. https://doi.org/10.1061/(asce)mt.1943-5533.0002396
Shoaib M, Yang W, Liang Y, Rehman G (2021) Stability and deformation analysis of landslide under coupling effect of rainfall and reservoir drawdown. Civ Eng J 7:1098–1111. https://doi.org/10.28991/cej-2021-03091713
Song Z, Liu J, Bai Y et al (2019) Laboratory and field experiments on the effect of vinyl acetate polymer-reinforced soil. Appl Sci. https://doi.org/10.3390/app9010208
Wang J, Zhang R, Sun J (2018) Experimental study on influence of vegetation coverage on runoff in wind-water erosion crisscross region. IOP Conf Ser: Earth Environ Sci. https://doi.org/10.1088/1755-1315/121/2/022021
Wang D, Yuan Z, Cai Y et al (2021) Characterisation of soil erosion and overland flow on vegetation-growing slopes in fragile ecological regions: a review. J Environ Manag 285:112165. https://doi.org/10.1016/j.jenvman.2021.112165
Wei S, Ying G, Hongjun L, Chengcheng Z (2012) Effects of soil water content and density on slope reinforcement by plant roots. J North-East Univ 40:111–113
Wolka K, Biazin B, Martinsen V, Mulder J (2021) Soil and water conservation management on hill slopes in Southwest Ethiopia I Effects of soil bunds on surface runoff, erosion and loss of nutrients. Sci Total Environ. https://doi.org/10.1016/j.scitotenv.2020.142877
Xiao P, Yao W, Shen Z et al (2017) Effects of shrub on runoff and soil loss at loess slopes under simulated rainfall. Chinese Geogr Sci. https://doi.org/10.1007/s11769-017-0889-3
Yan X, Rennie CD, Mohammadian A (2021) Numerical modeling of local scour at a submerged weir with a downstream slope using a coupled moving-mesh and masked-element approach. Int J Sediment Res. https://doi.org/10.1016/j.ijsrc.2020.06.007
Yang J, Wang F, Tan T (2008) Synthesis and characterization of a novel soil stabilizer based on biodegradable poly(aspartic acid) hydrogel. Korean J Chem Eng. https://doi.org/10.1007/s11814-008-0176-1
Zha F, Wang H, Xu L et al (2020) Initial feasibility study in adsorption capacity and mechanism of soda residue on lead (II)-contaminated soil in solidification/stabilization technology. Environ Earth Sci 79:1–12. https://doi.org/10.1007/s12665-020-08990-9
Acknowledgements
This work is supported by Major Programs Special Funds of Applied Science and Technology Research and Development of Guangdong Province (No.2015B090925016); The National Key Research and Development Project of China (No.2017YFC1501201); The National Key Research and Development Project of China (No.2017YFC0804605).
Funding
This study was funded by Applied Science and Technology Research and Development of Guangdong Province (No.2015B090925016); The National Key Research and Development Project of China (No.2017YFC1501201); The National Key Research and Development Project of China (No.2017YFC0804605).
Author information
Authors and Affiliations
Corresponding authors
Ethics declarations
Conflict of interest
The authors have not disclosed any conflict of interests.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
Springer Nature or its licensor holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
Huang, W., Du, J., Lai, H. et al. Soil and water conservation and ecological restoration on the slopes treated with new polymer composite materials. Environ Earth Sci 81, 448 (2022). https://doi.org/10.1007/s12665-022-10574-8
Received:
Accepted:
Published:
DOI: https://doi.org/10.1007/s12665-022-10574-8