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dc.contributor.authorHanliang Bian
dc.contributor.authorZongli Zhang
dc.contributor.authorJiabin Li
dc.contributor.authorXugang Zhang
dc.contributor.authorZhiqiang Li
dc.contributor.authorQingbo Yang
dc.date.accessioned2025-08-17T23:01:22Z
dc.date.available2025-08-17T23:01:22Z
dc.date.copyright5/1/2025 12:00:00 AM
dc.date.issued2025
dc.identifier.otherJOEEDU.EEENG-7962.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307792
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleApplication of EICP Technology in the Remediation of Lead- and Zinc-Contaminated Sand and Improvement of Its Mechanical Properties
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue5
dc.journal.titleJournal of Environmental Engineering
dc.identifier.doi10.1061/JOEEDU.EEENG-7962
dc.journal.fristpage04025018-1
dc.journal.lastpage04025018-8
dc.page8
dc.treeJournal of Environmental Engineering:;2025:;Volume ( 151 ):;issue: 005
dc.contenttypeFulltext


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