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    Experimental Study on Migration Behavior of Sandy Silt under Cyclic Load

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 005::page 06022003
    Author:
    Feng Gao
    ,
    Sheng Zhang
    ,
    Xuzhen He
    ,
    Daichao Sheng
    DOI: 10.1061/(ASCE)GT.1943-5606.0002796
    Publisher: ASCE
    Abstract: This paper presents experimental investigation into the effects of particle size distribution of subgrade soil on mud pumping. The results show that subgrade soils with higher fine contents do not necessarily lead to more serious mud pumping. A soil with a higher silt content tends to cause the formation of a less permeable interlayer at the bottom of the ballast, which effectively reduces the particle migration magnitude. Increasing the median particle size (d50) or reducing the coefficient of uniformity (d60/d10) of the studied sandy silt promotes the migration distance of particles. While mud pumping is essentially an internal erosion problem caused by cyclic loads, existing filter theories do not directly apply to mud pumping. The findings from this study can help selecting proper rail embankment fills to reduce mud pumping.
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      Experimental Study on Migration Behavior of Sandy Silt under Cyclic Load

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4283626
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorFeng Gao
    contributor authorSheng Zhang
    contributor authorXuzhen He
    contributor authorDaichao Sheng
    date accessioned2022-05-07T21:21:22Z
    date available2022-05-07T21:21:22Z
    date issued2022-02-28
    identifier other(ASCE)GT.1943-5606.0002796.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283626
    description abstractThis paper presents experimental investigation into the effects of particle size distribution of subgrade soil on mud pumping. The results show that subgrade soils with higher fine contents do not necessarily lead to more serious mud pumping. A soil with a higher silt content tends to cause the formation of a less permeable interlayer at the bottom of the ballast, which effectively reduces the particle migration magnitude. Increasing the median particle size (d50) or reducing the coefficient of uniformity (d60/d10) of the studied sandy silt promotes the migration distance of particles. While mud pumping is essentially an internal erosion problem caused by cyclic loads, existing filter theories do not directly apply to mud pumping. The findings from this study can help selecting proper rail embankment fills to reduce mud pumping.
    publisherASCE
    titleExperimental Study on Migration Behavior of Sandy Silt under Cyclic Load
    typeJournal Paper
    journal volume148
    journal issue5
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0002796
    journal fristpage06022003
    journal lastpage06022003-9
    page9
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2022:;Volume ( 148 ):;issue: 005
    contenttypeFulltext
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    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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