Skip to main content
Top

2025 | OriginalPaper | Chapter

Experimental Study on the Biodegradation in Xanthan Gum-Treated Sandy Loam and Mitigation Using Biochar

Author : Xueyu Geng

Published in: Recent Advances and Innovative Developments in Transportation Geotechnics

Publisher: Springer Nature Singapore

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

Biopolymers are eco-friendly materials used to enhance soil mechanical strength. However, due to the degradation effects of microbials, the strength of biopolymer-reinforced soil tends to attenuate over time. To address this issue, this study introduces another bio-based green material, biochar, to reinforce the soil in combination with the biopolymer. Static and dynamic triaxial tests were conducted to investigate the reinforcement effects. Water-soluble carbohydrates and β-glucosidase activity, along with soil’s internal friction angle and cohesion, were measured after curing samples for 1, 7, 14, 21, and 28 days to quantify biodegradation. A scanning electron microscopy (SEM) test was performed to illustrate microstructure changes due to biodegradation and to reveal how biochar mitigates the degradation process in biopolymer-treated soil. It was found that xanthan gum forms hydrogels through hydrolysis reactions and establishes hydrogel bonds among soil particles, enhancing the soil’s static and dynamic strength. However, microbes can degrade these hydrogels, resulting in a significant attenuation of soil reinforcement. Due to biochar’s porous morphology and hydrophilic functional groups, the free water in the soil is gradually released and participates in the hydrolysis of xanthan gum. Additionally, hydrogels are captured by the voids in the biochar, leading to stronger inter-particle binding. Consequently, the strength of XG-treated soil exhibits a trend of slow growth over time. Biochar’s angular structure enhances interlocking and embedding among particles, leading to a 42% increase in shear strength compared to untreated soil, and a 21% increase compared to soil treated with xanthan gum alone. Therefore, the combined approach of xanthan gum and biochar is advisable for reinforcing soil in engineering practice.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literature
1.
go back to reference Kendon M, McCarthy M, Jevrejeva S, Matthews A, Sparks T, Garforth J (2021) State of the UK climate 2020. Int J Climatol 41:1–76.20 Kendon M, McCarthy M, Jevrejeva S, Matthews A, Sparks T, Garforth J (2021) State of the UK climate 2020. Int J Climatol 41:1–76.20
2.
go back to reference Ni J, Geng X (2022) Radial consolidation of prefabricated vertical drain-reinforced soft clays under cyclic loading. Transp Geotech 37:100840CrossRef Ni J, Geng X (2022) Radial consolidation of prefabricated vertical drain-reinforced soft clays under cyclic loading. Transp Geotech 37:100840CrossRef
3.
go back to reference DeJong JT, Mortensen BM, Martinez BC, Nelson DC (2010) Bio-mediated soil improvement. Ecol Eng 36(2):197–210CrossRef DeJong JT, Mortensen BM, Martinez BC, Nelson DC (2010) Bio-mediated soil improvement. Ecol Eng 36(2):197–210CrossRef
4.
go back to reference Cheng Z, Geng X (2023) Mechanical behaviours of biopolymers reinforced natural soil. Struct Eng Mech 88(2):179–188 Cheng Z, Geng X (2023) Mechanical behaviours of biopolymers reinforced natural soil. Struct Eng Mech 88(2):179–188
5.
go back to reference Ni J, Li S, Geng X (2022) Mechanical and biodeterioration behaviours of a clayey soil strengthened with combined carrageenan and casein. Acta Geotech 17(12):5411–5427CrossRef Ni J, Li S, Geng X (2022) Mechanical and biodeterioration behaviours of a clayey soil strengthened with combined carrageenan and casein. Acta Geotech 17(12):5411–5427CrossRef
6.
go back to reference Cheng Z, Geng X (2023) Investigation of unconfined compressive strength for biopolymer treated clay. Constr Build Mater 385:131458CrossRef Cheng Z, Geng X (2023) Investigation of unconfined compressive strength for biopolymer treated clay. Constr Build Mater 385:131458CrossRef
7.
go back to reference Chen C, Wu L, Perdjon M, Huang X, Peng Y (2019) The drying effect on xanthan gum biopolymer treated sandy soil shear strength. Constr Build Mater 197:271–279CrossRef Chen C, Wu L, Perdjon M, Huang X, Peng Y (2019) The drying effect on xanthan gum biopolymer treated sandy soil shear strength. Constr Build Mater 197:271–279CrossRef
8.
go back to reference Ni J, Geng X (2023) Vegetation growth promotion and overall strength improvement using biopolymers in vegetated soils. Can Geotech J Just-IN Ni J, Geng X (2023) Vegetation growth promotion and overall strength improvement using biopolymers in vegetated soils. Can Geotech J Just-IN
9.
go back to reference Vydehi KV, Moghal AAB (2022) Effect of biopolymeric stabilization on the strength and compressibility characteristics of cohesive soil. J Mater Civ Eng 34(2):04021428CrossRef Vydehi KV, Moghal AAB (2022) Effect of biopolymeric stabilization on the strength and compressibility characteristics of cohesive soil. J Mater Civ Eng 34(2):04021428CrossRef
10.
go back to reference Rizwan M, Ali S, Qayyum MF, Ibrahim M, Zia-ur-Rehman M, Abbas T, Ok YS (2016) Mechanisms of biochar-mediated alleviation of toxicity of trace elements in plants: a critical review. Environ Sci Pollut Res 23:2230–2248CrossRef Rizwan M, Ali S, Qayyum MF, Ibrahim M, Zia-ur-Rehman M, Abbas T, Ok YS (2016) Mechanisms of biochar-mediated alleviation of toxicity of trace elements in plants: a critical review. Environ Sci Pollut Res 23:2230–2248CrossRef
11.
go back to reference Pardo GS, Sarmah AK, Orense RP (2019) Mechanism of improvement of biochar on shear strength and liquefaction resistance of sand. Géotechnique 69(6):471–480CrossRef Pardo GS, Sarmah AK, Orense RP (2019) Mechanism of improvement of biochar on shear strength and liquefaction resistance of sand. Géotechnique 69(6):471–480CrossRef
12.
go back to reference Zong Y, Xiao Q, Lu S (2016) Acidity, water retention, and mechanical physical quality of a strongly acidic Ultisol amended with biochars derived from different feedstocks. J Soils Sediments 16:177–190CrossRef Zong Y, Xiao Q, Lu S (2016) Acidity, water retention, and mechanical physical quality of a strongly acidic Ultisol amended with biochars derived from different feedstocks. J Soils Sediments 16:177–190CrossRef
13.
go back to reference Nasrollahzadeh M (2021) Biopolymer-based metal nanoparticle chemistry for sustainable applications: volume 2: applications. Elsevier, p 15 Nasrollahzadeh M (2021) Biopolymer-based metal nanoparticle chemistry for sustainable applications: volume 2: applications. Elsevier, p 15
14.
go back to reference Lee M, Im J, Cho GC, Ryu HH, Chang I (2020) Interfacial shearing behavior along xanthan gum biopolymer-treated sand and solid interfaces and its meaning in geotechnical engineering aspects. Appl Sci 11(1):139CrossRef Lee M, Im J, Cho GC, Ryu HH, Chang I (2020) Interfacial shearing behavior along xanthan gum biopolymer-treated sand and solid interfaces and its meaning in geotechnical engineering aspects. Appl Sci 11(1):139CrossRef
15.
go back to reference Smitha S, Rangaswamy K, Keerthi DS (2021) Triaxial test behaviour of silty sands treated with agar biopolymer. Int J Geotech Eng 15(4):484–495CrossRef Smitha S, Rangaswamy K, Keerthi DS (2021) Triaxial test behaviour of silty sands treated with agar biopolymer. Int J Geotech Eng 15(4):484–495CrossRef
16.
go back to reference Lu Y, Gu K, Shen Z, Tang CS, Shi B, Zhou Q (2023) Biochar implications for the engineering properties of soils: a review. Sci Total Environ 164185 Lu Y, Gu K, Shen Z, Tang CS, Shi B, Zhou Q (2023) Biochar implications for the engineering properties of soils: a review. Sci Total Environ 164185
17.
go back to reference Kumar H, Huang S, Mei G, Garg A (2021) Influence of feedstock type and particle size on efficiency of biochar in improving tensile crack resistance and shear strength in lean clayey soil. Int J Damage Mech 30(4):646–661CrossRef Kumar H, Huang S, Mei G, Garg A (2021) Influence of feedstock type and particle size on efficiency of biochar in improving tensile crack resistance and shear strength in lean clayey soil. Int J Damage Mech 30(4):646–661CrossRef
18.
go back to reference Ng CWW, Cai W, So PS, Liao J, Lau SY (2022) Effects of biochar on shear strength of completely decomposed granite. Environ Sci Pollut Res 29(32):49422–49428CrossRef Ng CWW, Cai W, So PS, Liao J, Lau SY (2022) Effects of biochar on shear strength of completely decomposed granite. Environ Sci Pollut Res 29(32):49422–49428CrossRef
Metadata
Title
Experimental Study on the Biodegradation in Xanthan Gum-Treated Sandy Loam and Mitigation Using Biochar
Author
Xueyu Geng
Copyright Year
2025
Publisher
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-97-8245-1_19