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    Stochastic Modeling of Relative Permeability for Vegetated Covers

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 009
    Author:
    Raj Singh Shivam;Prakash Atma;Garg Ankit;Hazra Budhaditya;Kumar Das Gaurav
    DOI: 10.1061/(ASCE)GM.1943-5622.0001244
    Publisher: American Society of Civil Engineers
    Abstract: Vegetation induces heterogeneity in the soil porous structure and, hence, relative permeability (kr) as well. The main objective of this study is to address the uncertainties associated with relative permeability using probabilistic analysis for vegetated covers (i.e., grass and tree species). Bare cover is used as control. For this purpose, the dependence structure of suction, ψ, and volumetric water content, θw, is established via copula theory, and the kr curves are predicted with respect to varying levels of suction–volumetric water content correlation. It is found that the kr of vegetated covers is substantially lower than that in bare covers. The reduction in kr (with drying) is more in treed cover than grassed cover, since tree roots induce higher levels of suction. Moreover, the air entry value (AEV) of the soil depends on the magnitude of suction–volumetric water content correlation, which, in turn, is influenced by the type of vegetation in the soil. The kr is highly uncertain in the desaturation zone of the relative permeability curve, which is likely due to inaccuracy of suction measurements beyond 1 kPa. The stochastic behavior of kr is found to be most significant in treed covers. Finally, a simplified case study is also presented in order to demonstrate the impact of the uncertainty in relative permeability on the stability of vegetates slopes. The factor of safety (FS) is found to vary around 4 to 5% for both bare and vegetated slopes.
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      Stochastic Modeling of Relative Permeability for Vegetated Covers

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    contributor authorRaj Singh Shivam;Prakash Atma;Garg Ankit;Hazra Budhaditya;Kumar Das Gaurav
    date accessioned2019-02-26T07:51:33Z
    date available2019-02-26T07:51:33Z
    date issued2018
    identifier other%28ASCE%29GM.1943-5622.0001244.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249877
    description abstractVegetation induces heterogeneity in the soil porous structure and, hence, relative permeability (kr) as well. The main objective of this study is to address the uncertainties associated with relative permeability using probabilistic analysis for vegetated covers (i.e., grass and tree species). Bare cover is used as control. For this purpose, the dependence structure of suction, ψ, and volumetric water content, θw, is established via copula theory, and the kr curves are predicted with respect to varying levels of suction–volumetric water content correlation. It is found that the kr of vegetated covers is substantially lower than that in bare covers. The reduction in kr (with drying) is more in treed cover than grassed cover, since tree roots induce higher levels of suction. Moreover, the air entry value (AEV) of the soil depends on the magnitude of suction–volumetric water content correlation, which, in turn, is influenced by the type of vegetation in the soil. The kr is highly uncertain in the desaturation zone of the relative permeability curve, which is likely due to inaccuracy of suction measurements beyond 1 kPa. The stochastic behavior of kr is found to be most significant in treed covers. Finally, a simplified case study is also presented in order to demonstrate the impact of the uncertainty in relative permeability on the stability of vegetates slopes. The factor of safety (FS) is found to vary around 4 to 5% for both bare and vegetated slopes.
    publisherAmerican Society of Civil Engineers
    titleStochastic Modeling of Relative Permeability for Vegetated Covers
    typeJournal Paper
    journal volume18
    journal issue9
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001244
    page6018020
    treeInternational Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 009
    contenttypeFulltext
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