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    Performance and Mechanism of MICP-Treated Silty Soil Subjected to Freeze–Thaw Cycles

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 009::page 04025298-1
    Author:
    Zhu, Rui
    ,
    Xing, Wei
    ,
    Guo, Wanli
    ,
    Zhou, Feng
    ,
    Liu, Gang
    ,
    Feng, Yuquan
    DOI: 10.1061/JMCEE7.MTENG-19420
    Publisher: American Society of Civil Engineers
    Abstract: AbstractFreeze–thaw deterioration of foundation soil is the main cause of canal slope damages in seasonally frozen areas. Soil treatment is an important means to ensure the safe operation of canals. Using microbially induced calcium carbonate ...
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      Performance and Mechanism of MICP-Treated Silty Soil Subjected to Freeze–Thaw Cycles

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312104
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    contributor authorZhu, Rui
    contributor authorXing, Wei
    contributor authorGuo, Wanli
    contributor authorZhou, Feng
    contributor authorLiu, Gang
    contributor authorFeng, Yuquan
    date accessioned2026-08-20T11:22:17Z
    date available2026-08-20T11:22:17Z
    date copyright2025/06/27
    date issued2025
    identifier otherJMCEE7.MTENG-19420.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312104
    description abstractAbstractFreeze–thaw deterioration of foundation soil is the main cause of canal slope damages in seasonally frozen areas. Soil treatment is an important means to ensure the safe operation of canals. Using microbially induced calcium carbonate ...
    publisherAmerican Society of Civil Engineers
    titlePerformance and Mechanism of MICP-Treated Silty Soil Subjected to Freeze–Thaw Cycles
    typeJournal Article
    journal volume37
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-19420
    journal fristpage04025298-1
    journal lastpage04025298-14
    page14
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 009
    contenttypeFulltext
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