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\\seats\projects\Notebooks\1923201_Port of Everett Marine Terminal Upgrades\Analysis and Calcs1Piles\ <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 I` <br /> t <br /> t <br /> 30 - 30 - I <br /> - t <br /> t <br /> u- 40 t0 40 \\ <br /> d a, t <br /> • 50 - 50 - 1 <br /> 7 m t <br /> t <br /> O 6 0 - 0 6 0 - 1 <br /> m _ CO <br /> t .ca 70 - �♦ . 70 - `♦ <br /> d a t - •♦ <br /> O ♦ 0 ♦♦ <br /> O. 0. ♦♦ <br /> • 80 `♦ • :- <br /> 80 <br /> I: <br /> d • <br /> 8 90 - `.♦ 90 <br /> W a <br /> r 5- - . <br /> t CI 100 - 100 <br /> o- <br /> m <br /> o <br /> fa <br /> D• kco <br /> 110 110 <br /> alChi,. mc7 <br /> Er m co Allowable Compressive Resistance Allowable Uplift Resistance <br /> mfD to a c <br /> CD <br /> -p s ————-Allowable Post-Liquefied Compressive Resistance ————-Allowable Post-Liquefied Uplift Resistance <br /> y m <br /> • N fn Approx.Top of Bearing Layer Approx.Top of Bearing Layer <br /> cD mn <br /> n coy °' Notes: <br /> m 6 N a.Assumes restrike occurs a minimum of 5 days after installation. <br /> ^' n 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 /> y y, 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 /> m o m piles or 4 total piles,whichever is larger. <br /> j -9 o p m c.Axial resistance computed using the American Petroleum Institute(API) Recommended Practice(RP)2A method. <br /> 5 I i(n d.An unfactored downdrag load of 85 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 />