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    Experimental Study on the Piping Erosion Process in Earthen Embankments

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 007
    Author:
    Yusuf A. Sharif
    ,
    Mohamed Elkholy
    ,
    M. Hanif Chaudhry
    ,
    Jasim Imran
    DOI: 10.1061/(ASCE)HY.1943-7900.0001019
    Publisher: American Society of Civil Engineers
    Abstract: Experimental results on the piping erosion process in an earthen embankment emplaced in a laboratory flume are reported in this paper along with the details of the experimental set-up and procedures. A mixture of sand, silt, and clay with different compaction rates is used for constructing the embankment. An image processing technique is successfully applied to track the erosion process from both side-looking and bottom-up views. The paper discusses changes in the depth, area, and volume of erosion during the piping phenomenon in a model embankment using a visual technique. The results show that increasing compaction of the construction layers significantly increases the time required for erosion but has little effect on the final-average depth of erosion. The ratio of the average depth of erosion to the average bottom width of piping is close to one at different time intervals. Exponential equations to estimate the depth of erosion, side area of the piping zone, and volume of eroded material are presented. Two approaches are investigated to estimate the volume: the approach based on the processing of images from both the side–view and bottom–view gives more accurate results than that based on processing the side–view.
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      Experimental Study on the Piping Erosion Process in Earthen Embankments

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    http://yetl.yabesh.ir/yetl1/handle/yetl/73238
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    contributor authorYusuf A. Sharif
    contributor authorMohamed Elkholy
    contributor authorM. Hanif Chaudhry
    contributor authorJasim Imran
    date accessioned2017-05-08T22:11:47Z
    date available2017-05-08T22:11:47Z
    date copyrightJuly 2015
    date issued2015
    identifier other39363308.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73238
    description abstractExperimental results on the piping erosion process in an earthen embankment emplaced in a laboratory flume are reported in this paper along with the details of the experimental set-up and procedures. A mixture of sand, silt, and clay with different compaction rates is used for constructing the embankment. An image processing technique is successfully applied to track the erosion process from both side-looking and bottom-up views. The paper discusses changes in the depth, area, and volume of erosion during the piping phenomenon in a model embankment using a visual technique. The results show that increasing compaction of the construction layers significantly increases the time required for erosion but has little effect on the final-average depth of erosion. The ratio of the average depth of erosion to the average bottom width of piping is close to one at different time intervals. Exponential equations to estimate the depth of erosion, side area of the piping zone, and volume of eroded material are presented. Two approaches are investigated to estimate the volume: the approach based on the processing of images from both the side–view and bottom–view gives more accurate results than that based on processing the side–view.
    publisherAmerican Society of Civil Engineers
    titleExperimental Study on the Piping Erosion Process in Earthen Embankments
    typeJournal Paper
    journal volume141
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001019
    treeJournal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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