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\\seafs\projects\Notebooks\1923201_Port of Everett Marne 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 /> t <br /> t <br /> 20 20 t <br /> t <br /> t <br /> 30 30 t <br /> a la <br /> l <br /> 5 40 5 40 t <br /> •c a c t <br /> t <br /> t <br /> 2 50 _, f 50 t <br /> m ` <br /> m d <br /> .c 60 _ _ t 60 <br /> a a `., <br /> a �`` a `S <br /> . 70 •``, .2 70 <br /> i .CD m.,` _ <br /> 0. <br /> 80 - <br /> N 80 <br /> to F a <br /> N 3 b CD C <br /> �� 90 90 <br /> a o <br /> O ci' m ' <br /> dCD <br /> 100 100 <br /> to _ <br /> mm o -Allowable Compressive Resistance -Allowable Uplift Resistance <br /> o y a s -----Allowable Post-Liquefied Compressive Resistance —----Allowable Post-Liquefied Uplift Resistance <br /> ID CD <br /> 7 .y+ rn -Approx.Top of Bearing Layer <br /> n m -Approx.Top of Bearing Layer <br /> rD n ro m w Notes: <br /> -� m ° m * a.Assumes restrike occurs a minimum of 5 days after installation. <br /> so ^' iv b. Compressive loading includes both skin friction resistance and end bearing resistance.Charts include a factor of safety of 2.0 for static compression <br /> c co and 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 <br /> 90 <br /> m production piles or 4 total piles,whichever is larger. <br /> 'T1 o to IV m c.Axial resistance computed using the American Petroleum Institute(API)Recommended Practice(RP)2A method. <br /> W `° ; G A n. d.An unfactored downdrag load of 70 kips should be applied to the pile head in post-liquefied compressive loading. <br /> fs V • <br /> gy v e. Piles should not penetrate more than 5 feet into bearing layer. Bearing layer is estimated to be near elevation-75 feet and is shown for reference on the <br /> a. ? above plots. <br /> m <br />