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    Structural Modeling of Dolos Armor Units

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 001
    Author:
    D. Scott
    ,
    D. Turcke
    ,
    W. F. Baird
    DOI: 10.1061/(ASCE)0733-950X(1990)116:1(120)
    Publisher: American Society of Civil Engineers
    Abstract: The analysis of the structural integrity of a breakwater using concrete armor units in a physical model is presented for the first time. The key element in this analysis procedure is an instrumented dolos unit, which acts as a load measuring device. This load cell enables the primary generalized forces of moment and torque in the unit to be monitored when subjected to wave attack. A typical rubble‐mound breakwater is designed for the analysis. A total of 36 tests are conducted, with the instrumented dolos unit placed at different locations within the breakwater armor layer. The test results show that, despite the use of armor units that are stable under a single regular wave condition, structural failure could occur and, thus, demonstrate the inadequacy of the armor unit, as designed. Throughout the tests, the instrumented dolos performed with a high degree of reliability and sensitivity.
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      Structural Modeling of Dolos Armor Units

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/40788
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorD. Scott
    contributor authorD. Turcke
    contributor authorW. F. Baird
    date accessioned2017-05-08T21:09:24Z
    date available2017-05-08T21:09:24Z
    date copyrightJanuary 1990
    date issued1990
    identifier other%28asce%290733-950x%281990%29116%3A1%28120%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40788
    description abstractThe analysis of the structural integrity of a breakwater using concrete armor units in a physical model is presented for the first time. The key element in this analysis procedure is an instrumented dolos unit, which acts as a load measuring device. This load cell enables the primary generalized forces of moment and torque in the unit to be monitored when subjected to wave attack. A typical rubble‐mound breakwater is designed for the analysis. A total of 36 tests are conducted, with the instrumented dolos unit placed at different locations within the breakwater armor layer. The test results show that, despite the use of armor units that are stable under a single regular wave condition, structural failure could occur and, thus, demonstrate the inadequacy of the armor unit, as designed. Throughout the tests, the instrumented dolos performed with a high degree of reliability and sensitivity.
    publisherAmerican Society of Civil Engineers
    titleStructural Modeling of Dolos Armor Units
    typeJournal Paper
    journal volume116
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1990)116:1(120)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1990:;Volume ( 116 ):;issue: 001
    contenttypeFulltext
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