Laserfiche WebLink
\\seats\projects\Notebooks\1923201_Port of Everett Marine Terminal Upgrades\Analysis and Calcs\Piles\ <br /> Compressive Resistance in Kips Uplift Resistance in Kips <br /> 0 200 400 600 800 1000 1200 1400 0 100 200 300 400 500 600 700 800 <br /> 0 0 <br /> 10 10 - <br /> 4 <br /> r <br /> r <br /> 20 - 20 - <br /> 30 - 30 - <br /> aa) aa, \\\ <br /> 5 40 .! 40 - <br /> c ` c <br /> g 50 �\` E 50 -3 • 3 `. <br /> o •` o . <br /> d d ` <br /> . <br /> m 60 m 60 .o `. ao C <br /> a 70 ., � <br /> a 70 - <br /> i= <br /> ao , m <br /> a 'a <br /> 80 - 80 <br /> CD v <br /> N D <br /> W . <br /> N 3 IT <br /> I <br /> O m <br /> o <br /> m K m 190 — 100 <br /> 0 — m -Allowable Compressive Resistance Allowable Uplift Resistance <br /> co ii o <br /> m a -----Allowable Post-Liquefied Compressive Resistance -----Allowable Post-Liquefied Uplift Resistance <br /> n 0) S 4 P <br /> N <br /> o "* •< rn -Approx.Top of Bearing Layer <br /> • 7 , m Approx.Top of Bearing Layer <br /> q O (11,) <br /> mo 0co m 07 Notes: <br /> o• f 6' m * a.Assumes restrike occurs a minimum of 5 days after installation. <br /> ' 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 /> � u 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 /> O o m production piles or 4 total piles,whichever is larger. <br /> IN � o cn y N c.Axial resistance computed using the American Petroleum Institute(API)Recommended Practice(RP)2A method. <br /> ha ;' d.An unfactored downdrag load of 35 kips should be applied to the pile head in post-liquefied compressive loading. <br /> m �' c a m e. 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 /> 0 ' <br /> above plots. <br />