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    Application of EICP Technology in the Remediation of Lead- and Zinc-Contaminated Sand and Improvement of Its Mechanical Properties

    Source: Journal of Environmental Engineering:;2025:;Volume ( 151 ):;issue: 005::page 04025018-1
    Author:
    Hanliang Bian
    ,
    Zongli Zhang
    ,
    Jiabin Li
    ,
    Xugang Zhang
    ,
    Zhiqiang Li
    ,
    Qingbo Yang
    DOI: 10.1061/JOEEDU.EEENG-7962
    Publisher: American Society of Civil Engineers
    Abstract: This study investigated the effectiveness of enzyme-induced carbonate precipitation (EICP) technology in remediating Pb- and Zn-contaminated sand. The research focused on the immobilization of heavy metals and the enhancement of sand strength. Experimental results demonstrated that urease activity increased linearly with enzyme concentration, stabilizing at 100  g/L with an activity of 18  mmol/min, and reached a peak at a pH of 8. Temperature variations also positively impacted urease activity, and effective remediation levels were achieved at standard room temperature. The EICP method effectively transformed heavy metal ions from a mobile exchangeable state to a stable carbonate-bound state, and removal rates exceeded 80% for Zn2+ and 90% for Pb2+ after three treatment cycles. Furthermore, the technology significantly improved the unconfined compressive strength of contaminated sand, increasing Pb-contaminated sand strength to 0.57 MPa and Zn-contaminated sand strength to 0.439 MPa. These findings highlight the potential of EICP technology as a viable solution for the remediation of heavy metal–contaminated sand, offering both immobilization of contaminants and enhancement of sand mechanical properties.
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      Application of EICP Technology in the Remediation of Lead- and Zinc-Contaminated Sand and Improvement of Its Mechanical Properties

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4307792
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    • Journal of Environmental Engineering

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    contributor authorHanliang Bian
    contributor authorZongli Zhang
    contributor authorJiabin Li
    contributor authorXugang Zhang
    contributor authorZhiqiang Li
    contributor authorQingbo Yang
    date accessioned2025-08-17T23:01:22Z
    date available2025-08-17T23:01:22Z
    date copyright5/1/2025 12:00:00 AM
    date issued2025
    identifier otherJOEEDU.EEENG-7962.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307792
    description abstractThis study investigated the effectiveness of enzyme-induced carbonate precipitation (EICP) technology in remediating Pb- and Zn-contaminated sand. The research focused on the immobilization of heavy metals and the enhancement of sand strength. Experimental results demonstrated that urease activity increased linearly with enzyme concentration, stabilizing at 100  g/L with an activity of 18  mmol/min, and reached a peak at a pH of 8. Temperature variations also positively impacted urease activity, and effective remediation levels were achieved at standard room temperature. The EICP method effectively transformed heavy metal ions from a mobile exchangeable state to a stable carbonate-bound state, and removal rates exceeded 80% for Zn2+ and 90% for Pb2+ after three treatment cycles. Furthermore, the technology significantly improved the unconfined compressive strength of contaminated sand, increasing Pb-contaminated sand strength to 0.57 MPa and Zn-contaminated sand strength to 0.439 MPa. These findings highlight the potential of EICP technology as a viable solution for the remediation of heavy metal–contaminated sand, offering both immobilization of contaminants and enhancement of sand mechanical properties.
    publisherAmerican Society of Civil Engineers
    titleApplication of EICP Technology in the Remediation of Lead- and Zinc-Contaminated Sand and Improvement of Its Mechanical Properties
    typeJournal Article
    journal volume151
    journal issue5
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/JOEEDU.EEENG-7962
    journal fristpage04025018-1
    journal lastpage04025018-8
    page8
    treeJournal of Environmental Engineering:;2025:;Volume ( 151 ):;issue: 005
    contenttypeFulltext
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