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    Gravimetric Statistics of Riprap Quarrystones

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 003
    Author:
    Hin‐Fatt Cheong
    DOI: 10.1061/(ASCE)0733-950X(1985)111:3(589)
    Publisher: American Society of Civil Engineers
    Abstract: A statistical study of the gravimetric gradation characteristics of quarrystones used for shoreline protection against small wave attack is described. A nonparametric method based on order statistics is used to determine the minimum sample size required so that the probability is θ that at least β of the population will be between the jth and kth observations. It is also found that riprap quarrystone obtained after secondary crushing exhibited the Log-Pearson Type III distribution.
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      Gravimetric Statistics of Riprap Quarrystones

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40456
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorHin‐Fatt Cheong
    date accessioned2017-05-08T21:08:53Z
    date available2017-05-08T21:08:53Z
    date copyrightMay 1985
    date issued1985
    identifier other%28asce%290733-950x%281985%29111%3A3%28589%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40456
    description abstractA statistical study of the gravimetric gradation characteristics of quarrystones used for shoreline protection against small wave attack is described. A nonparametric method based on order statistics is used to determine the minimum sample size required so that the probability is θ that at least β of the population will be between the jth and kth observations. It is also found that riprap quarrystone obtained after secondary crushing exhibited the Log-Pearson Type III distribution.
    publisherAmerican Society of Civil Engineers
    titleGravimetric Statistics of Riprap Quarrystones
    typeJournal Paper
    journal volume111
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1985)111:3(589)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 003
    contenttypeFulltext
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