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Biopolymer based stabilization of Indian desert soil against wind induced erosion

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Wind-induced soil erosion is a major global misfortune, which obliterates nearly one-third of worldwide soil. The windswept sand particles cover large areas including highways, and make the visibility vague. This results in accidents, damaged infrastructure, delayed fights, and various health issues. The erosive impact of the wind can be minimized by enhancing the intactness of the soil surface. There is a prerequisite to adopt viable measures to strengthen soil against wind erosion. There are certain nature-based solutions that can fortify soil against wind erosion and the application of biopolymers is one of them. The objective of this study is to examine the viability of non-toxic biopolymers for stabilizing desert sand by improving its erosion resistance property and strength. In the present experiment, three biopolymers, sodium alginate (SA), pectin (P), and acacia gum (AG), were used with 1, 2, and 3% concentrations for 1 and 0.75 PV as stabilizing agents. The treatment with biopolymers was performed either by surficial treatment (spraying or pouring of solution) or by mixing and compact method based on the viscosity of prepared biopolymer solutions. The biotreated sand samples were tested in a wind tunnel at varying wind speeds of 10, 20, and 30 m/s to assess sand erosion. Surface strengths were assessed by measuring compressive strength using a pocket penetrometer. Crust thickness measurement was performed to check the penetration depth of biopolymer solution and binding of sand particles. All three biopolymers with 1% concentration gave a feasible solution for erosion against wind and binding of particles through SEM analysis. SA and P could not be sprayed for 2 and 3% concentrations due to high viscosity. This solution is also not feasible for the field application. Simultaneously, AG with 2 and 3% concentration was highly soluble, less viscous, and gave more surface strength due to higher percentage of biopolymer concentration.
Czasopismo
Rocznik
Strony
503--516
Opis fizyczny
Bibliogr. 29 poz.
Twórcy
  • Department of Civil Engineering, Indian Institute of Technology, Indore, India
  • Department of Civil Engineering, Indian Institute of Technology, Indore, India
autor
  • Guangdong Engineering Center for Structure Safety and Health Monitoring, Shantou University, Shantou 515063, China
  • School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, China
Bibliografia
  • 1. Almajed A, Lemboye K, Arab MG, Alnuaim A (2020) Mitigating wind erosion of sand using biopolymer-assisted EICP technique. Soils Found 60:356–371. https://doi.org/10.1016/j.sandf.2020.02.011
  • 2. Alsanad A, Kavazanjian E (2011) Novel biopolymer treatment for wind induced soil erosion. Diss Arizona State Univ. https://doi.org/10.1007/s13398-014-0173-7.2
  • 3. Ayeldeen M, Negm A, El Sawwaf M, Gädda T (2018) Laboratory study of using biopolymer to reduce wind erosion. Int J Geotech Eng 12:228–240. https://doi.org/10.1080/19386362.2016.1264692
  • 4. Ayeldeen MK, Negm AM, El Sawwaf MA (2016) Evaluating the physical characteristics of biopolymer/soil mixtures. Arab J Geosci 9:1–13. https://doi.org/10.1007/s12517-016-2366-1
  • 5. Burra SG, Kolay PK, Kumar S, Puri VK (2019) Filler-stabilized xanthan gum for soil improvement justin Geo-Congress 2019 143–51
  • 6. Chang I, Im J, Cho GC (2016) Geotechnical engineering behaviors of gellan gum biopolymer treated sand. Can Geotech J 53:1658–1670. https://doi.org/10.1139/cgj-2015-0475
  • 7. Chang I, Lee M, Tran ATP, Lee S, Kwon YM, Im J et al (2020) Review on biopolymer-based soil treatment (BPST) technology in geotechnical engineering practices. Transp Geotech 24:100385. https://doi.org/10.1016/j.trgeo.2020.100385
  • 8. Cheng L, Cord-Ruwisch R (2012) In situ soil cementation with ureolytic bacteria by surface percolation. Ecol Eng 42:64–72. https://doi.org/10.1016/j.ecoleng.2012.01.013
  • 9. Choi SG, Chang I, Lee M, Lee JH, Han JT, Kwon TH (2020) Review on geotechnical engineering properties of sands treated by microbially induced calcium carbonate precipitation (MICP) and biopolymers Constr Build Mater https://doi.org/10.1016/j.conbuildmat.2020.118415.
  • 10. Dagliya M, Satyam N, Garg A (2022a) Experimental Study on optimization of cementation solution for wind-erosion resistance using the MICP method 1–17
  • 11. Dagliya M, Satyam N, Sharma M, Garg A (2022b) Experimental study on mitigating wind erosion of calcareous desert sand using spray method for MICP. J Rock Mech Geotech Eng. https://doi.org/10.1016/j.jrmge.2021.12.008
  • 12. Fatehi H, Abtahi SM, Hashemolhosseini H, Hejazi SM (2018) A novel study on using protein based biopolymers in soil strengthening. Constr Build Mater 167:813–821. https://doi.org/10.1016/j.conbuildmat.2018.02.028
  • 13. Fatehi H, Bahmani M, Noorzad A (2019) Strengthening of dune sand with sodium alginate biopolymer 157–66 https://doi.org/10.1061/9780784482117.015
  • 14. Fattahi SM, Soroush A, Huang N (2020) Biocementation control of sand against wind erosion. J Geotech Geoenvironmental Eng 146:04020045. https://doi.org/10.1061/(asce)gt.1943-5606.0002268
  • 15. Fick SE, Barger N, Tatarko J, Duniway MC (2020) Induced biological soil crust controls on wind erodibility and dust (PM10) emissions. Earth Surf Process Landforms 45:224–236. https://doi.org/10.1002/esp.4731
  • 16. Kavazanjian E, Iglesias E, Karatas I (2009) Biopolymer soil stabilization for wind erosion control In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering (Vols 1, 2, 3 and 4) (pp 881–884) IOS press
  • 17. Kou HL, Wu CZ, Ni PP, Jang BA (2020) Assessment of erosion resistance of biocemented sandy slope subjected to wave actions. Appl Ocean Res 105:102401. https://doi.org/10.1016/j.apor.2020.102401
  • 18. Lemboye K, Almajed A, Alnuaim A, Arab M, Alshibli K (2021) Improving sand wind erosion resistance using renewable agriculturally derived biopolymers. Aeolian Res 49:100663. https://doi.org/10.1016/j.aeolia.2020.100663
  • 19. Mahamaya M, Das SK, Reddy KR, Jain S (2021) Interaction of biopolymer with dispersive geomaterial and its characterization: an eco-friendly approach for erosion control. J Clean Prod 312:127778. https://doi.org/10.1016/j.jclepro.2021.127778
  • 20. Martau GA, Mihai M, Vodnar DC (2019) The use of chitosan, alginate, and pectin in the biomedical and food sector-biocompatibility, bioadhesiveness, and biodegradability. Polymers (basel). https://doi.org/10.3390/polym11111837
  • 21. Miao L, Wu L, Sun X, Li X, Zhang J (2020) Method for solidifying desert sands with enzyme-catalysed mineralization. Land Degrad Dev 31:1317–1324. https://doi.org/10.1002/ldr.3499
  • 22. Omoregie AI, Siah J, Pei BCS, Yie SPJ, Weissmann LS, Enn TG et al (2018) Integrating biotechnology into geotechnical engineering: a laboratory exercise. Trans Sci Technol 5:76–87
  • 23. Poulsen TG, Cai W, Garg A (2020) Water evaporation from cracked soil under moist conditions as related to crack properties and near-surface wind speed. Eur J Soil Sci 71:627–640. https://doi.org/10.1111/ejss.12926
  • 24. Reddy NG, Nongmaithem RS, Basu D, Rao BH (2021) Application of biopolymers for improving the strength characteristics of red mud waste. Environ Geotech. https://doi.org/10.1680/jenge.19.00018
  • 25. Refaei M, Arab MG, Omar M (2020) Sandy Soil Improvement through Biopolymer Assisted EICP 612–9. https://doi.org/10.1061/9780784482780.060
  • 26. Sharma M, Satyam N (2021) Strength and durability of biocemented sands : wetting-drying cycles, ageing effects, and liquefaction resistance. Geoderma 402:115359. https://doi.org/10.1016/j.geoderma.2021.115359
  • 27. Sharma M, Satyam N, Reddy KR (2022) Large-scale spatial characterization and liquefaction resistance of sand by hybrid bacteria induced biocementation. Eng Geol 302:106635. https://doi.org/10.1016/J.ENGGEO.2022.106635
  • 28. Sharma M, Satyam N, Reddy KR (2021) Hybrid bacteria mediated cemented sand: microcharacterization, permeability, strength, shear wave velocity, stress-strain, and durability. Int J Damage Mech. https://doi.org/10.1177/1056789521991196
  • 29. Wang Z, Zhang N, Ding J, Lu C, Jin Y (2018) Experimental study on wind erosion resistance and strength of sands treated with microbial-induced calcium carbonate precipitation. Adv Mater Sci Eng. https://doi.org/10.1155/2018/3463298
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-eaf9e692-3615-417d-a320-0351bad6651b
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