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    Assessing the Potential of Internal Instability and Suffusion in Embankment Dams and Their Foundations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 003
    Author(s): Chi Fai Wan; Robin Fell
    Publisher: American Society of Civil Engineers
    Abstract: Suffusion is the process by which finer soil particles are moved through constrictions between larger soil particles by seepage forces. Soils susceptible to suffusion are described as internally unstable. This technical ...
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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(s): Chi Fai Wan; Robin Fell
    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 ...
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    Time for Development of Internal Erosion and Piping in Embankment Dams 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 004
    Author(s): Robin Fell; Chi Fai Wan; John Cyganiewicz; Mark Foster
    Publisher: American Society of Civil Engineers
    Abstract: A method is presented for the approximate estimation of the time for progression of internal erosion and piping, and development of a breach leading to failure in embankment dams and their foundations. The method accounts ...
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    Closure to “Time for Development of Internal Erosion and Piping in Embankment Dams” by Robin Fell, Chi Fai Wan, John Cyganiewicz, and Mark Foster 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 009
    Author(s): Robin Fell; Chi Fai Wan; John Cyganiewicz; Mark Foster
    Publisher: American Society of Civil Engineers
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