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    Investigation of Rate of Erosion of Soils in Embankment Dams

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 004
    Author:
    Chi Fai Wan
    ,
    Robin Fell
    DOI: 10.1061/(ASCE)1090-0241(2004)130:4(373)
    Publisher: American Society of Civil Engineers
    Abstract: The slot erosion test and the hole erosion test have been developed to study the erosion characteristics of soil in cracks in embankment dams. The erosion characteristics are described by the erosion rate index, which measures the rate of erosion, and the critical shear stress, which represents the minimum shear stress when erosion starts. Values of the erosion rate index span from 0 to 6, indicating that soils can differ in their rates of erosion by up to
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      Investigation of Rate of Erosion of Soils in Embankment Dams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52484
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    contributor authorChi Fai Wan
    contributor authorRobin Fell
    date accessioned2017-05-08T21:27:57Z
    date available2017-05-08T21:27:57Z
    date copyrightApril 2004
    date issued2004
    identifier other%28asce%291090-0241%282004%29130%3A4%28373%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52484
    description abstractThe slot erosion test and the hole erosion test have been developed to study the erosion characteristics of soil in cracks in embankment dams. The erosion characteristics are described by the erosion rate index, which measures the rate of erosion, and the critical shear stress, which represents the minimum shear stress when erosion starts. Values of the erosion rate index span from 0 to 6, indicating that soils can differ in their rates of erosion by up to
    publisherAmerican Society of Civil Engineers
    titleInvestigation of Rate of Erosion of Soils in Embankment Dams
    typeJournal Paper
    journal volume130
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2004)130:4(373)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 004
    contenttypeFulltext
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