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    Settlement Behavior of Bacterium-Embedded Soft Clay Sediment: Sedimentation and Low-Stress Consolidation Experiment

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 004::page 04026016-1
    Author:
    Joo, Hyun-Woo
    ,
    Kwon, Tae-Hyuk
    DOI: 10.1061/JGGEFK.GTENG-14153
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis study explores the effect of bacteria on the large-strain settlement behavior of kaolin sediment. It first performed a sedimentation test using a kaolin suspension mixed with a representative lake-sediment bacterium, Shewanella oneidensis MR-...Practical ApplicationsThis study provides new insight into how bacteria can influence the settlement behavior of clay soil. Laboratory tests using kaolin and the bacterium Shewanella oneidensis MR-1 demonstrated that clay-bacteria aggregation, formed ...
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      Settlement Behavior of Bacterium-Embedded Soft Clay Sediment: Sedimentation and Low-Stress Consolidation Experiment

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4311510
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    contributor authorJoo, Hyun-Woo
    contributor authorKwon, Tae-Hyuk
    date accessioned2026-08-20T10:58:06Z
    date available2026-08-20T10:58:06Z
    date copyright2026/02/06
    date issued2026
    identifier otherJGGEFK.GTENG-14153.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311510
    description abstractAbstractThis study explores the effect of bacteria on the large-strain settlement behavior of kaolin sediment. It first performed a sedimentation test using a kaolin suspension mixed with a representative lake-sediment bacterium, Shewanella oneidensis MR-...Practical ApplicationsThis study provides new insight into how bacteria can influence the settlement behavior of clay soil. Laboratory tests using kaolin and the bacterium Shewanella oneidensis MR-1 demonstrated that clay-bacteria aggregation, formed ...
    publisherAmerican Society of Civil Engineers
    titleSettlement Behavior of Bacterium-Embedded Soft Clay Sediment: Sedimentation and Low-Stress Consolidation Experiment
    typeJournal Article
    journal volume152
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/JGGEFK.GTENG-14153
    journal fristpage04026016-1
    journal lastpage04026016-13
    page13
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 004
    contenttypeFulltext
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