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\\seats\projects\Notebooks\1923201_Port of Everett Marine Terminal Upgrades\Analysis and Calcs\Piles\ <br /> Compressive Resistance in Kips Uplift Resistance in Kips <br /> 0 200 400 600 800 1000 1200 1400 0 100 200 300 400 500 600 700 800 <br /> 0 0 <br /> 10 10 <br /> 20 20 Ir <br /> \ <br /> 1 <br /> 30 30 I, <br /> 1 <br /> 1 <br /> °' II1 <br /> CD 41 <br /> E 40 c 40 <br /> d ar <br /> c c 1 <br /> 1 <br /> 2 50 2 50 • <br /> • <br /> o ,•• c • <br /> u d <br /> rn-.F. <br /> 60 m 60 •. <br /> ar o)o <br /> `s <br /> .2 70 - `.� Fa- 70 `,` <br /> ar s, ar <br /> a 'a <br /> 80 - 80 <br /> m <br /> N <br /> C.1 <br /> D <br /> N G -0 `. <br /> O tl m ra o 90 90 <br /> 3 <br /> m m ` <br /> 100 100 <br /> E. — <br /> m <br /> 0 m co o Allowable Compressive Resistance Allowable Uplift Resistance <br /> ' H a 1, s -----Allowable Post-Liquefied Compressive Resistance -----Allowable Post-Liquefied Uplift Resistance I <br /> a 7 * Cl) t9 Approx.Top of Bearing Layer Approx.Top of Bearing Layer <br /> m <br /> (TT g S 1) ? <br /> n to 0) 01 Notes: <br /> o m ° m * a.Assumes restrike occurs a minimum of 5 days after installation. <br /> y co) N E b.Compressive loading includes both skin friction resistance and end bearing resistance.Charts include a factor of safety of 2.0 for static compression and <br /> O Er Po static uplift,and 1.0 for post-liquefied compression and post-liquefied uplift. Factor of safety values are based on dynamic testing of 2%of all production <br /> rn piles or 4 total piles,whichever is larger. <br /> IN) 1 0 a M c.Axial resistance computed using the American Petroleum Institute(API)Recommended Practice(RP)2A method. <br /> CD m , m k m. d.An unfactored downdrag load of 70 kips should be applied to the pile head in post-liquefied compressive loading. <br /> o m e. 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 /> ? shown for reference on the above plots. <br /> f. Piles are to be driven close-ended. <br />