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\\seafs\projects\Notebooks\1923201_Port of Everett Marine Terminal Upgrades\Analysis and Calcs\Piles\ <br /> Unit Shaft Resistance in ksf Unit Tip Resistance in ksf <br /> 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 0 50 100 150 200 250 300 350 <br /> 0 0 <br /> 10 \........\ 10 <br /> 20 20 - <br /> 30 30 - <br /> 5 <br /> d 40 - <br /> LL li 40 - <br /> v 50 - 7 50 <br /> 7 . <br /> 2 g <br /> 0 60 0 60 - <br /> CO m ' <br /> r t <br /> a 70 - a 70 - <br /> 0 Q <br /> 80 - 80 - <br /> Z -13 <br /> O o <br /> N 3 o. 90 - .----\ 90 <br /> co O <br /> N d m <br /> C1 100 100 <br /> k <br /> IV . <br /> 0 110 110 <br /> C <br /> CD CD 0 <br /> y Unit Shaft Resistance(Nominal) Unit Tip Resistance(Nominal) <br /> C 7 s m m -Approx.Top of Bearing Layer -Approx.Top of Bearing Layer <br /> d - -. — <br /> 2 0 C f D <br /> fD S N ? <br /> 0 co 0 <br /> 0 ° m Notes: <br /> en rD a.Assumes restrike occurs a minimum of 5 days after installation. <br /> p b.Axial resistance computed using the American Petroleum Institute(API) Recommended Practice(RP)2A method. <br /> m c. Piles should not penetrate more than 5 feet into bearing layer for close-ended piles.Bearing layer is estimated to be near elevation-75 feet and is <br /> iv c shown for reference on the above plots. <br /> y m cn g d.Steel pipe piles are to be driven close-ended. <br /> n1 <br /> 72 a <br /> 0 m <br /> * Ut <br /> H <br />