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    Role of Dynamic Flow in Relationships between Suction Head and Degree of Saturation

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 003
    Author:
    Mostafa H. Mohamed
    ,
    Radhey S. Sharma
    DOI: 10.1061/(ASCE)1090-0241(2007)133:3(286)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents results of the relationship between the degree of saturation and the matric suction head at static equilibrium and during dynamic flow of water using a Buchner funnel and a fully instrumented two-dimensional tank, respectively. The major influences of the dynamic flow on the relationships between the suction head and the degree of saturation are highlighted and discussed. The experimental results show that dynamic flow of water strongly affects the volume of entrapped air. The results also reveal that any scanning curve can be described as two parts, namely, transition and coinciding. The transition curve starts from the recent reversal degree of saturation and continues up to the previous reversal degree of saturation. The shape of the transition curve and the amount of hysteresis are not only a function of the reversal degree of saturation but are also a function of the saturation path history. The experimental results are used to examine the validity of the proposed analytical model by Parker and Lenhard in 1987 for describing the relationships between the degree of saturation and the matric suction head. It was found that Parker and Lenhard’s model provides a good prediction of the relations provided that care should be taken for the value of the reversal degree of saturation at zero suction head.
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      Role of Dynamic Flow in Relationships between Suction Head and Degree of Saturation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/53108
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    contributor authorMostafa H. Mohamed
    contributor authorRadhey S. Sharma
    date accessioned2017-05-08T21:28:51Z
    date available2017-05-08T21:28:51Z
    date copyrightMarch 2007
    date issued2007
    identifier other%28asce%291090-0241%282007%29133%3A3%28286%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53108
    description abstractThis paper presents results of the relationship between the degree of saturation and the matric suction head at static equilibrium and during dynamic flow of water using a Buchner funnel and a fully instrumented two-dimensional tank, respectively. The major influences of the dynamic flow on the relationships between the suction head and the degree of saturation are highlighted and discussed. The experimental results show that dynamic flow of water strongly affects the volume of entrapped air. The results also reveal that any scanning curve can be described as two parts, namely, transition and coinciding. The transition curve starts from the recent reversal degree of saturation and continues up to the previous reversal degree of saturation. The shape of the transition curve and the amount of hysteresis are not only a function of the reversal degree of saturation but are also a function of the saturation path history. The experimental results are used to examine the validity of the proposed analytical model by Parker and Lenhard in 1987 for describing the relationships between the degree of saturation and the matric suction head. It was found that Parker and Lenhard’s model provides a good prediction of the relations provided that care should be taken for the value of the reversal degree of saturation at zero suction head.
    publisherAmerican Society of Civil Engineers
    titleRole of Dynamic Flow in Relationships between Suction Head and Degree of Saturation
    typeJournal Paper
    journal volume133
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2007)133:3(286)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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