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    Erosion of Biotreated Field-Scale Slopes under Rainfalls

    Source: Journal of Performance of Constructed Facilities:;2022:;Volume ( 036 ):;issue: 003::page 04022030
    Author:
    Yang Xiao
    ,
    Wei Zhou
    ,
    Jinquan Shi
    ,
    Huaming Lu
    ,
    Zhichao Zhang
    DOI: 10.1061/(ASCE)CF.1943-5509.0001732
    Publisher: ASCE
    Abstract: Rainfall erosion in slopes is a common natural disaster threatening the safety of urban infrastructure and farmland and the full life cycle sustainability of construction. In this study, a large-scale field test was performed to investigate the effect of microbially induced calcite precipitation (MICP) on the mitigation of rainfall erosion. Slopes treated with 0, 3, 6, or 12 cycles of MICP were subjected to an artificial heavy rainfall test with an intensity of 175  mm/h. The test results showed that MICP could change the erosion pattern of the slopes significantly. The response time to rainfall and velocity of the wetting front could be increased and decreased with the increase of biotreatment level. The penetration resistance of the slopes could be enhanced with biotreatment level, corresponding to the increment of calcium carbonate (CaCO3) content. The scanning electron microscopy (SEM) images showed that CaCO3 could fill pores and bond soil grains effectively with the increase of the biotreatment level, leading to a decrease in the rain infiltration rate and an increase in soil strength. It is proposed that MICP is a highly potential method for mitigating rainfall erosion for slopes, whose technique should be further studied to improve the mitigation efficiency.
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      Erosion of Biotreated Field-Scale Slopes under Rainfalls

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4283003
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    contributor authorYang Xiao
    contributor authorWei Zhou
    contributor authorJinquan Shi
    contributor authorHuaming Lu
    contributor authorZhichao Zhang
    date accessioned2022-05-07T20:51:53Z
    date available2022-05-07T20:51:53Z
    date issued2022-04-14
    identifier other(ASCE)CF.1943-5509.0001732.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283003
    description abstractRainfall erosion in slopes is a common natural disaster threatening the safety of urban infrastructure and farmland and the full life cycle sustainability of construction. In this study, a large-scale field test was performed to investigate the effect of microbially induced calcite precipitation (MICP) on the mitigation of rainfall erosion. Slopes treated with 0, 3, 6, or 12 cycles of MICP were subjected to an artificial heavy rainfall test with an intensity of 175  mm/h. The test results showed that MICP could change the erosion pattern of the slopes significantly. The response time to rainfall and velocity of the wetting front could be increased and decreased with the increase of biotreatment level. The penetration resistance of the slopes could be enhanced with biotreatment level, corresponding to the increment of calcium carbonate (CaCO3) content. The scanning electron microscopy (SEM) images showed that CaCO3 could fill pores and bond soil grains effectively with the increase of the biotreatment level, leading to a decrease in the rain infiltration rate and an increase in soil strength. It is proposed that MICP is a highly potential method for mitigating rainfall erosion for slopes, whose technique should be further studied to improve the mitigation efficiency.
    publisherASCE
    titleErosion of Biotreated Field-Scale Slopes under Rainfalls
    typeJournal Paper
    journal volume36
    journal issue3
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001732
    journal fristpage04022030
    journal lastpage04022030-10
    page10
    treeJournal of Performance of Constructed Facilities:;2022:;Volume ( 036 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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