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- W2043639993 abstract "ABSTRACT Piles has been used for platform foundations and offshore structures. Pile driving performance has been predicted and analyzed using the wave equation analysis method originally proposed by Smith in 1962. For a single hammer blow analysis which ignores residual stresses from the previous blow, it predicts refusal early for top-hammering and predicts unrealistically high pile penetration for bottom-hammering, especially for high soil resistance. Therefore, multiple blow analysis, which takes into account the effects of residual stresses in the pile, should be used for realistic pile driving analysis and prediction." @default.
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- W2043639993 date "1999-11-01" @default.
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- W2043639993 title "Multiple Blow Analysis for Top and Bottom Hammerings" @default.
- W2043639993 doi "https://doi.org/10.1080/12269328.1999.10541139" @default.
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