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\\seats\projects 1 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 1 10 - <br /> 20 20 i <br /> t <br /> 1 <br /> t <br /> 30 30 I, <br /> t <br /> LL ta i 1 <br /> 5 40 5. 40 - <br /> a m <br /> C C - f <br /> r ' - 1 <br /> E 50N.... <br /> g 50 - t` <br /> • <br /> 3 3 • <br /> o o <br /> m ofm 60 = 60 �.� <br /> aa <br /> o ti o. ♦ <br /> ♦ a <br /> H 70 `♦� .2 70 - ``. <br /> ♦ss CD ♦ <br /> CI. a <br /> 80 - 80 <br /> N rar D <br /> N <br /> Q <br /> �' %� 90 - 90 <br /> Cl •' f7.3 c.,' <br /> O m <br /> a A• P <br /> CD <br /> 100 100 <br /> to W <br /> o m me ' <br /> i -a o -Allowable Compressive Resistance Allowable Uplift Resistance <br /> i 1 1)• 73 n y a s ————-Allowable Post-Liquefied Compressive Resistance -----Allowable Post-Liquefied Uplift Resistance <br /> CD <br /> 7 ..... 5 w -Approx.Top of Bearing Layer <br /> n N N Approx.Top of Bearing Layer <br /> '�D 0t 3 <br /> rro m 5 S j <br /> 9, n ca ai N °—' Notes: <br /> ' m m 0 `� a.Assumes restrike occurs a minimum of 5 days after installation. <br /> co P. �' 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 and <br /> m, 9,, 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 o m piles or 4 total piles,whichever is larger. <br /> j N0 U PT c.Axial resistance computed using the American Petroleum Institute(API)Recommended Practice(RP)2A method. <br /> d.An unfactored downdragload of 55 kips should be applied to thepile head in post-liquefied compressive loading. <br /> co <br /> �1 ci „ t7 _ P PP P 4 P 9• <br /> DI• ti 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 /> o. s above plots. <br /> m <br />