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    Rainfall-Induced Erosion of Biocemented Graded Slopes

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 001::page 04021256
    Author:
    Yang Xiao
    ,
    Guoliang Ma
    ,
    Huanran Wu
    ,
    Huaming Lu
    ,
    Musharraf Zaman
    DOI: 10.1061/(ASCE)GM.1943-5622.0002239
    Publisher: ASCE
    Abstract: Microbially induced calcite precipitation (MICP), a newly green method, was investigated as a possible solution to rainfall-induced erosion of sandy slopes. A series of model slopes prepared with sands of different gradations were treated by MICP using the surface spraying method. The slopes were subjected to scour under artificial rainfall with an intensity of 700 mm/h. The internal soil loss, the surficial soil loss, the volumes of the internal flow and the surficial flow, and the gradation of the residual soil in the slope model were measured as indicators of the erosion characteristics of the slopes. The results showed that the untreated sandy slopes with a larger uniformity coefficient can be eroded easily while almost no erosion occurred in the untreated ones with a low uniformity coefficient. After MICP treatment, the internal erosion was effectively mitigated for slopes with both large and small uniformity coefficients. In terms of surficial erosion, it was alleviated for the slopes with a larger uniformity coefficient, while intensified for those with low uniformity coefficient, despite the impermeable crusts formed on the slope surface. Therefore, caution must be taken when applying MICP for erosion control of slopes.
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      Rainfall-Induced Erosion of Biocemented Graded Slopes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4283365
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    • International Journal of Geomechanics

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    contributor authorYang Xiao
    contributor authorGuoliang Ma
    contributor authorHuanran Wu
    contributor authorHuaming Lu
    contributor authorMusharraf Zaman
    date accessioned2022-05-07T21:08:06Z
    date available2022-05-07T21:08:06Z
    date issued2022-1-1
    identifier other(ASCE)GM.1943-5622.0002239.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283365
    description abstractMicrobially induced calcite precipitation (MICP), a newly green method, was investigated as a possible solution to rainfall-induced erosion of sandy slopes. A series of model slopes prepared with sands of different gradations were treated by MICP using the surface spraying method. The slopes were subjected to scour under artificial rainfall with an intensity of 700 mm/h. The internal soil loss, the surficial soil loss, the volumes of the internal flow and the surficial flow, and the gradation of the residual soil in the slope model were measured as indicators of the erosion characteristics of the slopes. The results showed that the untreated sandy slopes with a larger uniformity coefficient can be eroded easily while almost no erosion occurred in the untreated ones with a low uniformity coefficient. After MICP treatment, the internal erosion was effectively mitigated for slopes with both large and small uniformity coefficients. In terms of surficial erosion, it was alleviated for the slopes with a larger uniformity coefficient, while intensified for those with low uniformity coefficient, despite the impermeable crusts formed on the slope surface. Therefore, caution must be taken when applying MICP for erosion control of slopes.
    publisherASCE
    titleRainfall-Induced Erosion of Biocemented Graded Slopes
    typeJournal Paper
    journal volume22
    journal issue1
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0002239
    journal fristpage04021256
    journal lastpage04021256-13
    page13
    treeInternational Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 001
    contenttypeFulltext
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