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    Strength and Durability Performance of Sandy Loam Reinforced with Xanthan Gum and Biochar

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 002::page 04024515-1
    Author:
    Haotian Ding
    ,
    Xueyu Geng
    DOI: 10.1061/JMCEE7.MTENG-18508
    Publisher: American Society of Civil Engineers
    Abstract: The changing climate raised more concerns about the durability of aged slopes and embankments due to the increased frequency of extreme rainfall events. Recently, there has been a growing interest in the utilization of biopolymer as a biomediated soil improvement method. However, challenges, such as, strength loss due to exposure to adverse environmental conditions and limitations on the suitability of soils for effective treatment, can be problematic in practice. Therefore, this study introduces an innovative approach by combining biopolymer with another eco-friendly material, biochar. The erodibility of the reinforced soil was examined through both wetting and drying tests and slope-rainfall simulation tests with the consideration of different rainfall intensities and slope inclinations. The findings suggest that cyclic wetting and drying conditions can lead to a progressive degradation (decrease in strength) of soils reinforced with biopolymer, starting from the initial cycle. Conversely, incorporating biochar into the biopolymer-reinforced soils successfully postponed this decline in both compressive and shear strength, prolonging the soil’s resilience by two to three cycles. In addition, soil slopes reinforced with the combined treatment exhibited reduced soil runoff and increased durability under both light and heavy rainfall compared to slopes reinforced with either biopolymer or biochar alone. The findings of this study provide an innovative method for controlling soil erosion on sandy soil, suggesting its potential application in slope stabilization and restoration.
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      Strength and Durability Performance of Sandy Loam Reinforced with Xanthan Gum and Biochar

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    contributor authorHaotian Ding
    contributor authorXueyu Geng
    date accessioned2026-02-16T21:46:35Z
    date available2026-02-16T21:46:35Z
    date copyright2025/02/01
    date issued2025
    identifier otherJMCEE7.MTENG-18508.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309713
    description abstractThe changing climate raised more concerns about the durability of aged slopes and embankments due to the increased frequency of extreme rainfall events. Recently, there has been a growing interest in the utilization of biopolymer as a biomediated soil improvement method. However, challenges, such as, strength loss due to exposure to adverse environmental conditions and limitations on the suitability of soils for effective treatment, can be problematic in practice. Therefore, this study introduces an innovative approach by combining biopolymer with another eco-friendly material, biochar. The erodibility of the reinforced soil was examined through both wetting and drying tests and slope-rainfall simulation tests with the consideration of different rainfall intensities and slope inclinations. The findings suggest that cyclic wetting and drying conditions can lead to a progressive degradation (decrease in strength) of soils reinforced with biopolymer, starting from the initial cycle. Conversely, incorporating biochar into the biopolymer-reinforced soils successfully postponed this decline in both compressive and shear strength, prolonging the soil’s resilience by two to three cycles. In addition, soil slopes reinforced with the combined treatment exhibited reduced soil runoff and increased durability under both light and heavy rainfall compared to slopes reinforced with either biopolymer or biochar alone. The findings of this study provide an innovative method for controlling soil erosion on sandy soil, suggesting its potential application in slope stabilization and restoration.
    publisherAmerican Society of Civil Engineers
    titleStrength and Durability Performance of Sandy Loam Reinforced with Xanthan Gum and Biochar
    typeJournal Article
    journal volume37
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18508
    journal fristpage04024515-1
    journal lastpage04024515-11
    page11
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 002
    contenttypeFulltext
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