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    Detection of Shallow Anomalies in Pile Integrity Testing

    Source: International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 005
    Author:
    Hua-You
    ,
    Chai
    ,
    Kok-Kwang
    ,
    Phoon
    DOI: 10.1061/(ASCE)GM.1943-5622.0000233
    Publisher: American Society of Civil Engineers
    Abstract: When an impact source is applied to the top of a pile, the waves near the top exhibit strong three-dimensional characteristics. When an anomaly is locally distributed near the top of the pile (shallow anomaly), there are some blind areas on the top, where the waves scattered from the anomaly are very weak or absent. The scattered waves cannot be analyzed by the widely adopted theory of one-dimensional stress waves. When the ratio of the characteristic wavelength of the pulse to the radius of piles is large, the tip reflections approximately behave as the plane waves. The upward tip reflections are reflected at the top. These newly formed second incident waves will be reflected at the shallow anomaly. These reflections from the locally distributed anomaly can be approximately regarded as the plane waves, detected by the receiver at any position of the top and analyzed based on the one-dimensional theory. It can be concluded that with the help of the reflections following the tip reflections, it could be possible to detect shallow anomalies more reliably.
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      Detection of Shallow Anomalies in Pile Integrity Testing

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    https://yetl.yabesh.ir/yetl1/handle/yetl/61636
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    • International Journal of Geomechanics

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    contributor authorHua-You
    contributor authorChai
    contributor authorKok-Kwang
    contributor authorPhoon
    date accessioned2017-05-08T21:45:36Z
    date available2017-05-08T21:45:36Z
    date copyrightOctober 2013
    date issued2013
    identifier other%28asce%29gm%2E1943-5622%2E0000246.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61636
    description abstractWhen an impact source is applied to the top of a pile, the waves near the top exhibit strong three-dimensional characteristics. When an anomaly is locally distributed near the top of the pile (shallow anomaly), there are some blind areas on the top, where the waves scattered from the anomaly are very weak or absent. The scattered waves cannot be analyzed by the widely adopted theory of one-dimensional stress waves. When the ratio of the characteristic wavelength of the pulse to the radius of piles is large, the tip reflections approximately behave as the plane waves. The upward tip reflections are reflected at the top. These newly formed second incident waves will be reflected at the shallow anomaly. These reflections from the locally distributed anomaly can be approximately regarded as the plane waves, detected by the receiver at any position of the top and analyzed based on the one-dimensional theory. It can be concluded that with the help of the reflections following the tip reflections, it could be possible to detect shallow anomalies more reliably.
    publisherAmerican Society of Civil Engineers
    titleDetection of Shallow Anomalies in Pile Integrity Testing
    typeJournal Paper
    journal volume13
    journal issue5
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000233
    treeInternational Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian