Journal of Applied Science and Engineering

Published by Tamkang University Press

1.30

Impact Factor

2.10

CiteScore

Juan Wan1,2, Yunlong Jia1,2, Henglin Xiao3This email address is being protected from spambots. You need JavaScript enabled to view it., Shaoping Huang1,2, and Zhonggeng Tang1,2

1School of Civil Engineering, Architecture and Environment, Hubei University of Technology, Wuhan, 430068, China

2Key Laboratory of the Ministry of Education of the People’s Republic China, Wuhan, 430068, China

3State Key Laboratory of Precision Blasting, Jianghan University, Wuhan, 430056, China


 

Received: February 24, 2025
Accepted: May 19, 2025
Publication Date: June 15, 2025

 Copyright The Author(s). This is an open access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are cited.


Download Citation: ||https://doi.org/10.6180/jase.202603_29(3).0001  


In order to mitigate the ecological impact of traditional binders (such as silicate cement) used for slope re inforcement, the present study employed xanthan gum (XG), guar gum (GG), and their hybrid gum (HG) to replace traditional binder materials for preparing eco-friendly slope protection substrates, and conducts vegetation trials. It analyses the effects of different types and dosages of gums on plant germination rates and projected coverage, determining the optimal dosage for each gum. Based on the optimal proportions, rainfall erosion tests were conducted on slope models to analyze the erosion resistance of various gum slope protection schemes compared to bare soil slopes, alongside variations in substrate moisture content and slope damage characteristics. The results indicate that the vegetation performance of XG substrate increases with higher dosages, while the performance of GG and HG first increases and then decreases with higher dosages. The optimal improvements in vegetation performance are observed at 2% XG, 1.5% GG, and 1% HG. A rainfall erosion test with an intensity of 1 mm/min for one hour was conducted on slope models of “XG-ryegrass”, “GG-ryegrass”, “HG-ryegrass” and “Clay”. Compared to “Clay”, the soil loss for “XG-ryegrass”, “GG-ryegrass”, and “HG-ryegrass” is decreased by 65.25%, 71.55%, and 66.17%; the slope erosion is decreased by 66.9%, 70.4%, and 68.71%; the slope failure levels are classified as Grade III, superior to the Grade VII of “Clay”. These three combined soil stabilization methods exhibit excellent rainfall erosion resistance and slope protection effects.


Keywords: Xanthan gum; Guar gum; Ecological substrate; Rainfall erosion resistance


  1. [1] A. Govind, A. C. Thomas, D. Tim, and T . B. Elisabeth, (2011) “Quantifying and modeling post-failure sediment yields from laboratory-scale soil erosion and shallow land slide experiments with silty loess" Geomorphology 129: 49–58. DOI: 10.1016/j.geomorph.2011.01.012.
  2. [2] X. Wu.“TheApplication of the Anchor Rod Retaining Wall in Building Slope Research”. In: Proceedings of the International Conference on Education, Management, Commerce and Society. 0, 0-0. DOI: 10.1016/j.geomorph.2011.01.012.
  3. [3] N. Yahui, (2024) “Governance strategies for exposed slopes in ecological management projects" Sichuan Building Materials 50: 64–66. DOI: 10.3969/j.issn.1672-4011.2024.04.025.
  4. [4] W. Baojing, H. Xijun, Z. Manle, P. Linyu, and X. Kai heng, (2021) “Research Hotspots and Trend of Green Ecological Network in China Based on Cite Space" Economic Geography 41: 174–183. DOI: 10.15957/j.cnki.jjdl.2021.09.018.
  5. [5] P. Genxing, B. Rongjun, and C. Kun, (2017) “From biowaste treatment to novel bio-material manufacturing: Biomaterial science and technology based on biomass pyrolysis" Science & Technology Review 35: 82–93. DOI: null.
  6. [6] B. Yaocai, L. Jin, X. Henglin, S. Zezhuo, M. Ke, and D. Yusong, (2023) “Soil stabilization using synthetic polymer for soil slope ecological protection" Engineering Geology 321: 107155–107155. DOI: 10.1016/j.enggeo.2023.107155.
  7. [7] Z. Huaisheng, (2012) “Research on ecological restoration technology for exposed mountains" Soil and Water Conservation Science and Technology in Shanxi 03: 21–23. DOI: null.
  8. [8] L. Shiming, W. Dong, X. Changyou, and T. Jie, (2022) “China’s provincial process CO2 emissions from cement production during 1993–2019" Scientific Data 9: 0-0. DOI: 10.1038/s41597-022-01270-0.
  9. [9] M. A. Robbie, (2019) “Global CO<sub>2</sub> emissions from cement production, 1928–2018" Earth System Science Data 10: 195–217. DOI: 10.5194/essd-11-1675-2019.
  10. [10] T.-c. Yan, (2011) “Application of cast-in-place permeable eco-concrete in slope engineering of river course" The Journal of Geology 0: 0-0. DOI: null.
  11. [11] M. Amanda, V. M. Paula, P. AnaCecília, C. AnaPaula, and J. V. O. Paulo, (2020) “A Review on the Importance of Microbial Biopolymers Such as Xanthan Gum to Improve Soil Properties" Applied sciences 11: 170–170. DOI: 10.3390/app11010170.
  12. [12] R. Joga Jayaprakash and B. J. S. Varaprasad, (2019) “Sustainable Improvement of Expansive Clays Using Xan than Gum as a Biopolymer" Civil Engineering Journal 5: 1893–1903. DOI: 10.28991/cej-2019-03091380.
  13. [13] D. Anant Aishwarya, M. Jinesh, K. Ravi, D. Navdeep Kaur, and M. Abhijit, (2023) “Rheological Properties of Xanthan-Gum Solutions and Their Role in Improving River Embankments" Geotechnical and Geological Engineering 0: 0-0. DOI: 10.1007/s10706-023-02678 0.
  14. [14] W. Juan, T. Zhonggeng, L. Yiming, X. Henglin, and W. Hao, (2023) “Study on the improvement of clay properties by xanthan gum and its application on ecological slope protection engineering" Environmental Technology 0: 1–14. DOI: 10.1080/09593330.2023.2186271.
  15. [15] Y. Wanli, S. Yuling, M. Pengxue, J. Zhuolong, and C. Yihan, (2022) “An experimental study of the engineering properties and erosion resistance of guar gum reinforced loess" Hydrogeology and Engineering Ge ology 49: 117–124. DOI: 10.16030/j.cnki.issn.1000 3665.202110027.
  16. [16] J. Zhuolong, Y. Changgen, L. Bo, B. Han, L. Hengx ing, L. Zherui, S. Yuling, and R. Jing, (2023) “Performance test and effect evaluation of guar gum-stabilized loess as a sustainable slope protection material" Journal of Cleaner Production 408: 137085–137085. DOI: 10.1016/j.jclepro.2023.137085.
  17. [17] A. Mohamed, N. Abdelazim, E.-S. Mostafa, and K. Masaki, (2017) “Enhancing mechanical behaviors of collapsible soil using two biopolymers" Journal of Rock Mechanics and Geotechnical Engineering 9: 329 339. DOI: 10.1016/j.jrmge.2016.11.007.
  18. [18] T. Thi Phuong An, C. Gye-Chun, and C. Ilhan, (2020) “Water retention characteristics of biopolymer hydrogel containing sandy soils" Hue University Journal of Science: Earth Science and Environment 129: 0-0. DOI: 10.26459/hueuni-jese.v129i4a.5652.
  19. [19] J. Hyungsoon, S. Haeji, J. Ha-Young, and K. Eunsuk, (2020) “Effects of-glucan and Xanthan gum-based Biopolymers on Plant Growth and Competition in the Riverbank" Ecology and resilient infrastructure 7: 208–217. DOI: 10.17820/eri.2020.7.3.208.
  20. [20] N.Jing, W. Ziteng, and G. Xueyu, (2020) “Experimental study on the combination of plants and biopolymers for soil solidification" Journal of Geotechnical Engineering 42: 2131–2137. DOI: null.
  21. [21] X. Xiao Ying, S. Liang, L. Sha, X. Hong, and L. Peng, (2020) “Welan gum promoted the growth of rice seedlings by enhancing carbon and nitrogen assimilation" Carbo hydrate Research 498: 108181–108181. DOI: 10.1016/j.carres.2020.108181.
  22. [22] W. Siwei, Z. Xinxin, Z. Junran, J. Tong, W. Shaokai, Z. Jindi, and M. Zhihao, (2023) “Water retention characteristics and vegetation growth of biopolymer-treated silt soils" Soil and Tillage Research 225: 105544–105544. DOI: 10.1016/j.still.2022.105544.
  23. [23] S. Feifei, W. Qiang, Z. Xueping, W. Liyu, and Q. Houyuan, (2012) “Study on structure and complex effect of Xanthan gum" Science and Technology of Food Industry 33: 440–443. DOI: 10.13386/j.issn1002-0306.2012.07.105.
  24. [24] S. Qi, Z. Baotang, and Y. Fumin, (2022) “Effects of Xan than Gum and Guar Gumonthe Rheological Properties of Quinoa Juice" Food and Fermentation Science & Technology Technology 58: 64–73. DOI: 10.3969/j.issn.1674-506X.2022.03-009.
  25. [25] B. Katzbauer, (1998) “Properties and applications of xan than gum" Polymer Degradation and Stability 59: 81–84. DOI: 10.1016/s0141-3910(97)00180-8.
  26. [26] G.-O. Félix, E. S. Victoria, A. C. José, and G. Eduardo Escalante, (2000) “Xanthan gum: production, recovery, and properties" Biotechnology Advances 18: 549–579. DOI: 10.1016/s0734-9750(00)00050-1.
  27. [27] B. Tinland and R. Marguerite, (1989) “Dependence of the stiffness of the xanthan chain on the external salt concentration" Macromolecules 22: 1863–1865. DOI: 10.1021/ma00194a058.
  28. [28] L. Zhijia and Y. Ping, (2015) “Injectable thermo responsive hydrogel composed of xanthan gum and methyl cellulose double networks with shear-thinning property" Carbohydrate Polymers 132: 490–498. DOI: 10.1016/j.carbpol.2015.06.013.
  29. [29] J. A. M. Carmona, L. Aurora, R. Pablo, C. Nuria, and M. José, (2015) “Nonlinear and linear viscoelastic properties of a novel type of xanthan gum with industrial applications" Rheologica Acta 54: 993–1001. DOI: 10.1007/s00397-015-0888-1.
  30. [30] K. Werner-Michael, E. Dirk, K. Franziskus, K. Martin, and K. Arne Henning, (1996) “Hydrocolloids and Rheology: Regulation of Visco-elastic Characteristics of Waxy Rice Starch in Mixtures with Galactomannans" Starch Stärke 48: 105–114. DOI: 10.1002/star.19960480307.
  31. [31] R. Daniela, D. Mariella, and V. Crescenzi, (2005) “Guar gum methyl ethers. Part I. Synthesis and macro molecular characterization" Polymer 46: 12247–12255. DOI: 10.1016/j.polymer.2005.10.083.
  32. [32] S.Gaurav, S. Shweta, K. Amit, H. A.-M. Ala’a, N. Mu, A. G. Ayman, M. Genene Tessema, and J. S. Florian, (2018) “Guar gum and its composites as potential mate rials for diverse applications: A review" Carbohydrate Polymers 199: 534–545. DOI: 10.1016/j.carbpol.2018. 07.053.
  33. [33] G. Wagdi, B. Philippe, T. Béatrice, A. Lina Qadir, and J. E.-G. Abraham, (2022) “Divergent Selection for Seed Ability to Germinate at Extreme Temperatures in Perennial Ryegrass (Lolium perenne L.)" Frontiers in Plant Science 12: 0-0. DOI: 10.3389/fpls.2021.794488.
  34. [34] Z. Liu, G. Zhifeng, D. Feng, and Z. Xiaojuan, (2014) “Study on Distribution and Mechanical Properties of Plant Roots for Highway Slope Protection in Loess Plateau" Shuitu Baochi Xuebao 28: 66–71. DOI: null.
  35. [35] R. Sergey, P. Ettore, N. Massimo, and P. Peter, (2018) “An Unexplored Side of Regeneration Niche: Seed Quantity and Quality Are Determined by the Effect of Temperature on Pollen Performance" Frontiers in Plant Science 9: 0-0. DOI: 10.3389/fpls.2018.01036.
  36. [36] X. Mei, C. Ying, L. Jinping, Y. Menghan, and M. Wentao, (2024) “Variation characteristics of soil properties and plant communities along altitude gradients in the Tangjia River Nature Reserve alpine meadow" Chinese  Journal of Grassland 46: 97–106. DOI: 10.16742/j. zgcdxb.20240006.
  37. [37] N.C. Toby and A. J. R. David, (1997) “On the relation between NDVI, fractional vegetation cover, and leaf area index" Remote Sensing of Environment 62: 241–252. DOI: 10.1016/s0034-4257(97)00104-1.
  38. [38] H. Shiqin, H. Pengzhi, and S. Xiaoruan, (2021) “Analysis and Research on the Second Maintenance of Hot-in Place Recycling Asphalt Pavemen" Highway 66: 309–314. DOI: null.
  39. [39] C. Kaisheng, (2018) “Rainfall Erosion Test on Red Clay Slope" Highway Engineering 40: 18–22. DOI: null.
  40. [40] D. U. Tingting, L. Zhiqing, W. Xiaoming, Y. Bai, D. Qin, C. Wu, and W. Haosen, (2018) “MODEL EXPER IMENT STUDY ON EROSION OF LOESS SLOPE DUETORAINFALL"Journal of Engineering Geol ogy 26: 732–740. DOI: 10.13544/j.cnki.jeg.2017-252.
  41. [41] D. Ganeswar and D. Subhraseema, (2022) “Car boxymethyl guar gum: A review of synthesis, properties and versatile applications" European Polymer Journal 176: 111433–111433. DOI: 10.1016/j.eurpolymj.2022.111433.
  42. [42] C. Rui, Z. Lianyang, and B. Muniram,(2013) “Biopolymer Stabilization of Mine Tailings" Journal of Geotechnical and GeoenvironmentalEngineering139:1802 1807. DOI: 10.1061/(asce)gt.1943-5606.0000902.
  43. [43] Q. Ning and W. Xingkui, (1989) “Turbulence Characteristics of Sediment-Laden Flow" Journal of Hydraulic Engineering 115: 781–800. DOI: 10.1061/(asce)0733 9429(1989)115:6(781).


    



 

2.1
2023CiteScore
 
 
69th percentile
Powered by  Scopus

SCImago Journal & Country Rank

Enter your name and email below to receive latest published articles in Journal of Applied Science and Engineering.