Load Resistance Factor Design (lrfd) For Driven Piles Based On Dynamic Methods With Assessment Of Skin And Tip Resistance From Pda Signals

Abstract

.......................................................................................................................ix CHAPTERS 1 INTRODUCTION.........................................................................................................1 2 REVIEW OF FLORIDA PILE DRIVING PRACTICE................................................4 Current Florida Practice................................................................................................4 Bearing Requirements.............................................................................................4 Blow count criteria............................................................................................5 Practical refusal.................................................................................................5 Set-checks and pile redrive................................................................................5 Pile heave..........................................................................

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