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    Interpretation of Impact Penetration Measurements in Soft Clays

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 006
    Author:
    C. P. Aubeny
    ,
    H. Shi
    DOI: 10.1061/(ASCE)1090-0241(2006)132:6(770)
    Publisher: American Society of Civil Engineers
    Abstract: The need for obtaining estimates of undrained shear strength of shallow seafloor sediments often arises in offshore engineering practice. Impact penetrometers offer a promising means of obtaining strength estimates in such sediments. However, variable conditions of embedment and velocity require careful consideration in the interpretation of impact penetration tests. This paper presents an analysis of the expendable bottom penetrometer (XBP), a device that measures acceleration during impact penetration. The analyses indicate that acceleration measurements can be reasonably related to undrained shear strength of soft clays. Further, acceleration measurements can be integrated to obtain velocity and embedment depth data at any point during the penetration analysis, thereby providing a basis for accounting for rate and embedment effects. Applying the proposed analysis to data from a series of test sites in the Gulf of Mexico indicate satisfactory agreement between XBP and reference strength profiles in soft clays.
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      Interpretation of Impact Penetration Measurements in Soft Clays

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52930
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    contributor authorC. P. Aubeny
    contributor authorH. Shi
    date accessioned2017-05-08T21:28:35Z
    date available2017-05-08T21:28:35Z
    date copyrightJune 2006
    date issued2006
    identifier other%28asce%291090-0241%282006%29132%3A6%28770%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52930
    description abstractThe need for obtaining estimates of undrained shear strength of shallow seafloor sediments often arises in offshore engineering practice. Impact penetrometers offer a promising means of obtaining strength estimates in such sediments. However, variable conditions of embedment and velocity require careful consideration in the interpretation of impact penetration tests. This paper presents an analysis of the expendable bottom penetrometer (XBP), a device that measures acceleration during impact penetration. The analyses indicate that acceleration measurements can be reasonably related to undrained shear strength of soft clays. Further, acceleration measurements can be integrated to obtain velocity and embedment depth data at any point during the penetration analysis, thereby providing a basis for accounting for rate and embedment effects. Applying the proposed analysis to data from a series of test sites in the Gulf of Mexico indicate satisfactory agreement between XBP and reference strength profiles in soft clays.
    publisherAmerican Society of Civil Engineers
    titleInterpretation of Impact Penetration Measurements in Soft Clays
    typeJournal Paper
    journal volume132
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2006)132:6(770)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 006
    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
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