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    Utilizing Recycled Clay Brick Powder to Improve the Dispersivity and Water Stability of Dispersive Soil: A Sustainable Soil Improvement

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 012::page 04024407-1
    Author:
    Qiongyu Jia
    ,
    Henghui Fan
    ,
    Yuan Gao
    ,
    Guanzhou Ren
    ,
    Xingyao Li
    ,
    Gaowen Zhao
    ,
    Jiangru Huo
    ,
    Peng Ju
    ,
    Zhuo Zhang
    DOI: 10.1061/JMCEE7.MTENG-18247
    Publisher: American Society of Civil Engineers
    Abstract: Dispersive soil is susceptible to water erosion and could cause damage in geotechnical engineering or hydraulic engineering projects. Recycled clay brick powder (RCBP) was used as a modifier to improve the dispersivity and water stability of dispersive soil in this study. Pinhole tests, crumb tests, disintegration tests, particle analysis tests, exchangeable sodium percentage (ESP) tests, pH tests, conductivity tests, and X-ray diffraction (XRD) and scanning electron microscopy (SEM) analyses were conducted to explore the modification effects and corresponding mechanisms of RCBP on dispersive soil. The results revealed that the dispersivity of the soil significantly weakened as the RCBP content increased and curing time extended. Specifically, adding 4% RCBP to the soil and curing for 7 days effectively transformed dispersive soil into nondispersive soil. Furthermore, the final disintegration time of the soil sample with 10% RCBP cured for 28 days was 273% longer than that of the soil sample without curing. Moreover, the treatment led to decreased fines content, ESP value, and pH value in the soil samples. The decrease in ESP value indicated the replacement of sodium ions adsorbed on the soil particle surfaces with calcium ions, resulting in a reduction in the thickness of the diffuse electric double layer of soil particles, and subsequently reduced soil dispersivity. Additionally, the decrease in pH also contributed to the reduction of the diffuse electric double-layer thickness. XRD and SEM analyses confirmed the formation of cementing materials between soil particles due to the modification, which filled gaps and cemented particles to create a waterproof barrier between soil particles. In conclusion, the utilization of RCBP as a modifier for dispersive soil could be a win–win measure with promising outcomes. It is recommended that more than 4% RCBP should be added in engineering applications.
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      Utilizing Recycled Clay Brick Powder to Improve the Dispersivity and Water Stability of Dispersive Soil: A Sustainable Soil Improvement

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304113
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    • Journal of Materials in Civil Engineering

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    contributor authorQiongyu Jia
    contributor authorHenghui Fan
    contributor authorYuan Gao
    contributor authorGuanzhou Ren
    contributor authorXingyao Li
    contributor authorGaowen Zhao
    contributor authorJiangru Huo
    contributor authorPeng Ju
    contributor authorZhuo Zhang
    date accessioned2025-04-20T10:09:40Z
    date available2025-04-20T10:09:40Z
    date copyright9/25/2024 12:00:00 AM
    date issued2024
    identifier otherJMCEE7.MTENG-18247.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304113
    description abstractDispersive soil is susceptible to water erosion and could cause damage in geotechnical engineering or hydraulic engineering projects. Recycled clay brick powder (RCBP) was used as a modifier to improve the dispersivity and water stability of dispersive soil in this study. Pinhole tests, crumb tests, disintegration tests, particle analysis tests, exchangeable sodium percentage (ESP) tests, pH tests, conductivity tests, and X-ray diffraction (XRD) and scanning electron microscopy (SEM) analyses were conducted to explore the modification effects and corresponding mechanisms of RCBP on dispersive soil. The results revealed that the dispersivity of the soil significantly weakened as the RCBP content increased and curing time extended. Specifically, adding 4% RCBP to the soil and curing for 7 days effectively transformed dispersive soil into nondispersive soil. Furthermore, the final disintegration time of the soil sample with 10% RCBP cured for 28 days was 273% longer than that of the soil sample without curing. Moreover, the treatment led to decreased fines content, ESP value, and pH value in the soil samples. The decrease in ESP value indicated the replacement of sodium ions adsorbed on the soil particle surfaces with calcium ions, resulting in a reduction in the thickness of the diffuse electric double layer of soil particles, and subsequently reduced soil dispersivity. Additionally, the decrease in pH also contributed to the reduction of the diffuse electric double-layer thickness. XRD and SEM analyses confirmed the formation of cementing materials between soil particles due to the modification, which filled gaps and cemented particles to create a waterproof barrier between soil particles. In conclusion, the utilization of RCBP as a modifier for dispersive soil could be a win–win measure with promising outcomes. It is recommended that more than 4% RCBP should be added in engineering applications.
    publisherAmerican Society of Civil Engineers
    titleUtilizing Recycled Clay Brick Powder to Improve the Dispersivity and Water Stability of Dispersive Soil: A Sustainable Soil Improvement
    typeJournal Article
    journal volume36
    journal issue12
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18247
    journal fristpage04024407-1
    journal lastpage04024407-14
    page14
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 012
    contenttypeFulltext
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