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\\seafs\projects\Notebooks\1923201_Port of Everett Marine Terminal Upgrades\Analysis and Calcs\Piles\ <br /> Compressive Resistance in Kips Uplift Resistance in Kips <br /> 0 100 200 300 400 500 600 700 800 900 1000 0 100 200 300 400 500 600 <br /> 0 0 <br /> 10 10 - <br /> 20 20 r <br /> 30 - 30 i <br /> 1 1 <br /> � <br /> m \ <br /> U_ • LL • <br /> 40 E 40 <br /> c c <br /> • <br /> 50 •\ 2 50 `♦ <br /> 3 •• • <br /> O \ o S. <br /> d __ D ♦♦ <br /> m 60 m 60 ♦_♦ <br /> _- <br /> a ` . <br /> O `♦ d <br /> .0 <br /> • 70 •♦. ` 70 `` •,, <br /> i- .2 S. <br /> d ` y <br /> a a <br /> 80 80 <br /> N.) oy <br /> W Q) — <br /> o ID * P. 90 90 <br /> Q O <br /> O <br /> Fi <br /> 100 100 <br /> m <br /> o -Allowable Compressive Resistance Allowable Uplift Resistance <br /> y CD a -----Allowable Post-Liquefied Compressive Resistance -----Allowable Post-Liquefied Uplift Resistance <br /> -Approx.Top of Bearing Layer <br /> 7• N m Approx.Top of Bearing Layer <br /> C n co m °—' Notes: <br /> 2 m 0 m * a.Assumes restrike occurs a minimum of 5 days after installation. <br /> o A �' cg 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 /> 73 o Er Q, 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 /> O rn piles or 4 total piles,whichever is larger. <br /> 1 c) * w c.Axial resistance computed using the American Petroleum Institute(API)Recommended Practice(RP)2A method. <br /> OM ( V D 5 �• d.An unfactored downdrag load of 30 kips should be applied to the pile head in post-liquefied compressive loading. <br /> c 2 o� e. Piles should not penetrate more than 5 feet into bearing layer. Bearing layer is estimated to be near elevation-95 feet and is shown for reference on the <br /> O ? above plots. <br />