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Development and evaluation of pile "high strain dynamic test database" to improve driven capacity estimates : phase 2 report.

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  • Abstract:
    The Maine Department of Transportation (MaineDOT) has noted poor correlation between predicted pile resistances

    calculated using commonly accepted design methods and measured pile resistance from dynamic pile load tests (also

    referred to as high strain dynamic tests) conducted in accordance with ASTM D-4945. The MaineDOT requested

    that the University of Maine examine and evaluate their current static pile capacity design methodologies using the

    results from dynamic load tests on piles as a standard. The authors have used the term capacity in this report since

    the reports for the dynamic load test database used capacity, and most references used capacity. Capacity can be

    used interchangeably with the term ‘resistance’ used by AASHTO in LRFD applications. The intent of the final

    product is to provide MaineDOT with calculation methods that provided the most reliable capacity estimates. More

    reliable calculation methods will result in more cost efficient designs. The work which went into this report was

    essentially divided into two phases: the creation of a database which encompassed selected, available project data

    and comparison of static capacity analysis methods to investigate which combination is most reliable. The second of

    the two phases is detailed in this report.

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    urn:sha256:d5209e07a023ca5800d9fcffbeb3da528cefdcac8a758db40e1497eca263def8
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    Filetype[PDF - 7.14 MB ]
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