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- W2303585127 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." @default.
- W2303585127 created "2016-06-24" @default.
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- W2303585127 date "2014-01-01" @default.
- W2303585127 modified "2023-09-24" @default.
- W2303585127 title "Development and Evaluation of Pile “High Strain Dynamic Test Database” to Improve Driven Capacity Estimates: Phase II Report" @default.
- W2303585127 hasPublicationYear "2014" @default.
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