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\\seats\projectslNotebooks11923201_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 0 50 100 150 200 250 300 <br /> 0 0 <br /> 10 10 <br /> 20 20 <br /> 30 30 <br /> 1 m <br /> a) a <br /> U. U. <br /> 40 5 40 <br /> a a <br /> c c <br /> g 50 2 50 <br /> 0 0 <br /> m <br /> Tip <br /> t 60 — L 60 — <br /> a <br /> G d <br /> O <br /> 70 - 70 <br /> Z <br /> O p 80 - 80 <br /> r.3 <br /> 3 P. <br /> fW S. o <br /> m <br /> 11 < 90 90 <br /> m <br /> K <br /> d' <br /> 0 100 100 <br /> c <br /> :r s <br /> 0 m cp <br /> m Unit Shaft Resistance(Nominal) Unit Tip Resistance(Nominal) <br /> D �CL). I <br /> ,' p� —Approx.Top of Bearing Layer —Approx.Top of Bearing Layer <br /> O 3 p) <br /> S <br /> — c ° m Notes: <br /> to m a.Assumes restrike occurs a minimum of 5 days after installation. <br /> c b.Axial resistance computed using the American Petroleum Institute(API) Recommended Practice(RP)2A method. <br /> d c. Piles should not penetrate more than 5 feet into bearing layer for close-ended piles. Bearing layer is estimated to be near elevation-95 feet and is <br /> 171 <br /> N N — c shown for reference on the above plots. <br /> ro <br /> (J1 m co) - d.Steel pipe piles are to be driven close-ended. <br /> El <br /> O CD <br /> f rn <br /> cn <br />