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\\seats\projects\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 10 - <br /> 20 , 20 -a <br /> ' <br /> 1 <br /> 30 30 - i <br /> - t <br /> t <br /> t <br /> u 40 LL 40 - ‘` <br /> C C <br /> S y 1 <br /> Ts 50 T 50 i� <br /> 3 7 1 <br /> E 2 <br /> c 60 c 60 - t <br /> m - m <br /> L �♦ L <br /> m 70 ♦ t.d 70 - ♦♦♦ <br /> 0 ` 0 <br /> a ♦ .P. m 80 - <br /> m 0 90 '` 90 <br /> r..) y <br /> e� <br /> pD * 100 100 <br /> m <br /> -, ' <br /> o <br /> m 110 110 - - <br /> _ <br /> G III C <br /> ? 73 m o Allowable Compressive Resistance r Allowable Uplift Resistance i <br /> n N. s -----Allowable Post-Liquefied Compressive Resistance I -----Allowable Post-Liquefied Uplift Resistance <br /> A7 (1 to CD — Approx.Top of Bearing Layer Approx.Top of Bearing Layer <br /> n s - _. <br /> r;D CD 5 <br /> o 0 to m Notes: <br /> - 11 m ° CD a.Assumes restrike occurs a minimum of 5 days after installation. <br /> io g. ea 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 /> 73 Er <br /> 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 rn piles or 4 total piles,whichever is larger. <br /> -9 O f - F, c.Axial resistance computed using the American Petroleum Institute(API) Recommended Practice(RP)2A method. <br /> com CP �t Oo m. d.An unfactored downdrag load of 90 kips should be applied to the pile head in post-liquefied compressive loading. <br /> c Lae. Piles should not penetrate more than 5 feet into bearing layer. Bearing layer is estimated to be near elevation-95 feet and is shown for reference on the <br /> _ . above plots. <br />