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    Prediction, Performance, and Uncertainty in Dynamic Pile Load Testing as Informed by Direct Measurements from an Instrumented Becker Penetration Test

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 008
    Author:
    K. C. Kuei
    ,
    J. T. DeJong
    ,
    M. Ghafghazi
    DOI: 10.1061/(ASCE)GT.1943-5606.0002290
    Publisher: ASCE
    Abstract: Dynamic load testing and signal matching is commonplace for pile capacity verification but can be subject to nonuniqueness and uncertainty. Whether this uncertainty may be reduced with additional measurements requires further study. The instrumented Becker penetration test (iBPT) configured as a reusable test pile provides direct measurements of the dynamic response at the pile base and shaft. The distribution of static shaft friction in tension also is measured. This paper examined the sensitivity and potential improvements of such measurements in signal matching techniques. Different solution procedures were devised to analyze the same impact events, but incorporating static and dynamic iBPT measurements to varying degrees. The results suggest that whereas predictions of total ultimate capacity from signal matching generally are robust, differentiation of shaft versus base capacity may be more uncertain. Despite the nonunique solutions, dynamic predictions of shaft capacity agree reasonably well with static measurements.
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      Prediction, Performance, and Uncertainty in Dynamic Pile Load Testing as Informed by Direct Measurements from an Instrumented Becker Penetration Test

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4268899
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    contributor authorK. C. Kuei
    contributor authorJ. T. DeJong
    contributor authorM. Ghafghazi
    date accessioned2022-01-30T21:49:16Z
    date available2022-01-30T21:49:16Z
    date issued8/1/2020 12:00:00 AM
    identifier other%28ASCE%29GT.1943-5606.0002290.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268899
    description abstractDynamic load testing and signal matching is commonplace for pile capacity verification but can be subject to nonuniqueness and uncertainty. Whether this uncertainty may be reduced with additional measurements requires further study. The instrumented Becker penetration test (iBPT) configured as a reusable test pile provides direct measurements of the dynamic response at the pile base and shaft. The distribution of static shaft friction in tension also is measured. This paper examined the sensitivity and potential improvements of such measurements in signal matching techniques. Different solution procedures were devised to analyze the same impact events, but incorporating static and dynamic iBPT measurements to varying degrees. The results suggest that whereas predictions of total ultimate capacity from signal matching generally are robust, differentiation of shaft versus base capacity may be more uncertain. Despite the nonunique solutions, dynamic predictions of shaft capacity agree reasonably well with static measurements.
    publisherASCE
    titlePrediction, Performance, and Uncertainty in Dynamic Pile Load Testing as Informed by Direct Measurements from an Instrumented Becker Penetration Test
    typeJournal Paper
    journal volume146
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0002290
    page14
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 008
    contenttypeFulltext
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