Modelling loadβdisplacement response of
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Ahmed Shlash Alawneh
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Article
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2005
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Elsevier Science
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English
β 516 KB
A new methodology for deriving the uplift load-displacement response of long driven piles in cohesionless soils is proposed. This method accounts for the effects of the friction fatigue processes during pile driving and the existence of locked-in residual stresses at the end of pile driving before c