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\\seafs\projects\Notebooks11923201_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 t <br /> 1 <br /> 1 <br /> 30 - 30 i <br /> 1 <br /> 1 <br /> 1 <br /> li 40 - to 40 �% <br /> c c ` <br /> - y 1 <br /> ',—co 50 - —cQ 50 - i <br /> c c 1 <br /> 2 E 11 <br /> p 60 - c 60 - 1 <br /> Iii <br /> a -- _ m <br /> L .c <br /> a) a)70 - ♦ . 70 •♦ <br /> Qi ♦ <br /> Q ♦♦ Q <br /> a ` ` <br /> - <br /> ♦ a • <br /> 80 - •♦♦ m 80 - �`♦ <br /> ` <br /> m 0 90 - 90 <br /> N . D <br /> �1 <br /> o 100 100 `.... <br /> . el o ` <br /> i z <br /> 0 Er <br /> 51 D CD 110 110 <br /> A) x m <br /> CO m m � � <br /> 7 a - -- - - - <br /> Cl) Allowable Compressive Resistance Allowable Uplift Resistance <br /> 63 ci <br /> n �. CD -----Allowable Post-Liquefied Compressive Resistance -----Allowable Post-Liquefied Uplift Resistance <br /> Co <br /> 7 d m , Approx.Top of Bearing Layer L Approx.Top of Bearing Layer <br /> Ul <br /> alS <br /> o n ca E. Notes: <br /> — 6 m * a.Assumes restrike occurs a minimum of 5 days after installation. <br /> — 03co p. N m 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 /> 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 /> p o m production piles or 4 total piles,whichever is larger. <br /> N.) o * c c.Axial resistance computed using the American Petroleum Institute(API) Recommended Practice(RP)2A method. <br /> CrY r . d.An unfactored downdrag load of 115 kips should be applied to the pile head in post-liquefied compressive loading. <br /> ▪ m �' c m 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 /> = S above plots. <br />