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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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