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\\seafs\projects\Notebooks\1923201_Port of Everett Marine Terminal Upgrades\Analysis and Calcs1 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 <br /> 1 <br /> 30 30 - + <br /> 1 <br /> aL 40 - 40 - �� <br /> c c • <br /> a a 1 <br /> 50 50 - i <br /> a 1 <br /> E 1 <br /> c 60 - c 60 - 11 <br /> Tu <br /> m m <br /> L t . <br /> m 70 •` . 70 - `. <br /> a . <br /> Ca . c `. <br /> a. . a . <br /> 80 `. 80 - `,. <br /> cO <br /> 90 - � 90 <br /> DN � <br /> O o 100 `� <br /> 0 <br /> �' 100 - <br /> 3 o <br /> a ro m <br /> B. m 110 110 - <br /> x m <br /> L E. <br /> rn <br /> m70 cl ra 0) Allowable Compressive Resistance Allowable Uplift Resistance <br /> _ U) -, o <br /> - _a. CI) m m- -----Allowable Post-Liquefied Compressive Resistance -----Allowable Post-Liquefied Uplift Resistance <br /> . . rn <br /> fD m Approx.Top of Bearing Layer Approx.Top of Bearing Layer <br /> rn <br /> • 0 s 3 <br /> tD n co m d Notes: <br /> cm E 2 * a.Assumes restrike occurs a minimum of 5 days after installation. <br /> p. I\ 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 /> U) ,, Ro 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 /> T o m production piles or 4 total piles,whichever is larger. <br /> N 2 o p N E c.Axial resistance computed using the American Petroleum Institute(API) Recommended Practice(RP)2A method. <br /> c , = L. =. d.An unfactored downdrag load of 115 kips should be applied to the pile head in post-liquefied compressive loading. <br /> Fri V a w 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 /> s shown for reference on the above plots. <br /> f. Piles are to be driven close-ended. <br />