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    Predicting the Tensile and Unconfined Compressive Strength of MICP-Treated Sands

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 003::page 04025199-1
    Author:
    Castro, Gloria M.
    ,
    Anderson, Mary
    ,
    Minto, James
    ,
    Zhang, Qi
    ,
    El Mountassir, Grainne
    ,
    Lunn, Rebecca J.
    DOI: 10.1061/JGGEFK.GTENG-13774
    Publisher: American Society of Civil Engineers
    Abstract: AbstractMicrobially induced carbonate precipitation (MICP) has been studied over the last 20 years as a promising biomediated alternative to enhance soil mechanical performance. Multiple studies have investigated different MICP treatment techniques and ...
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      Predicting the Tensile and Unconfined Compressive Strength of MICP-Treated Sands

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4311475
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    contributor authorCastro, Gloria M.
    contributor authorAnderson, Mary
    contributor authorMinto, James
    contributor authorZhang, Qi
    contributor authorEl Mountassir, Grainne
    contributor authorLunn, Rebecca J.
    date accessioned2026-08-20T10:56:36Z
    date available2026-08-20T10:56:36Z
    date copyright2025/12/23
    date issued2026
    identifier otherJGGEFK.GTENG-13774.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311475
    description abstractAbstractMicrobially induced carbonate precipitation (MICP) has been studied over the last 20 years as a promising biomediated alternative to enhance soil mechanical performance. Multiple studies have investigated different MICP treatment techniques and ...
    publisherAmerican Society of Civil Engineers
    titlePredicting the Tensile and Unconfined Compressive Strength of MICP-Treated Sands
    typeJournal Article
    journal volume152
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-13774
    journal fristpage04025199-1
    journal lastpage04025199-14
    page14
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 003
    contenttypeFulltext
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