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    Further Advancement in Filtration Criteria through Constriction-Based Techniques 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author(s): Ashok K. Raut; Buddhima Indraratna
    Publisher: American Society of Civil Engineers
    Abstract: In this technical note, the concept of constriction size in design is highlighted while elucidating some of the limitations of current professional guidelines that are only based on particle size ratios. The implications ...
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    Enhanced Criterion for Base Soil Retention in Embankment Dam Filters 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 012
    Author(s): Buddhima Indraratna; Ashok K. Raut
    Publisher: American Society of Civil Engineers
    Abstract: In effective filters, potentially erodible base particles are transported to the filter and retained to form a stable self-filtration layer. At any given time, the mass proportion of the filter and the base materials in ...
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    Constriction-Based Retention Criterion for Granular Filter Design 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 003
    Author(s): Buddhima Indraratna; Ashok K. Raut; Hadi Khabbaz
    Publisher: American Society of Civil Engineers
    Abstract: The filter design criteria in practice are currently based on laboratory tests that were carried out on uniform base soil and filter materials. These criteria mostly involve specific particle size ratios, where the system ...
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