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- W128499470 abstract "Construction of a secondary clarifier on the banks of the Rainy River, Northern Minnesota, required the driving of H-Piles, HP14x102, to sloping, very strong bedrock through thick deposits of soft and medium stiff soils. Pile toe protection was specified to prevent damage to the pile toe and to enable the pile toe to bite into the sloping bedrock surface. Damage to a significance percentage of the piles occurred during a test pile program and driving of production piles. The Pile Driving Analyzer (PDA) was a valuable tool in determining the location on the piles where possible damage was occurring. The PDA results along with extraction of a few piles for visual inspection showed damage was occurring at the toe protection. Based on the site locations where damage occurred, behavior during driving. PDA data and visual observations, the steepness of the sloping bedrock proved to be the primary factor in predicting damage. Modification to the toe protection in the steeper sloping bedrock locations resulted in a successful project." @default.
- W128499470 created "2016-06-24" @default.
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- W128499470 date "2002-01-01" @default.
- W128499470 modified "2023-09-24" @default.
- W128499470 title "PILE DRIVING ANALYSIS OF TOE BEARING PILES ON SLOPING BEDROCK AT RAINY RIVER" @default.
- W128499470 hasPublicationYear "2002" @default.
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