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%.MSEW -- N14echanically Stabilized Earth Walls Riverview <br />fBiEP£Dwe;`�=,: Fr, M& 15 :5 7 20 19 DE sw% 49 , *310111� GG 1f'L <br />ANALYSIS: CALCULATED FACTORS (Static conditions) <br />Bearing capacity, Fs = 10.69, Meyerhof stress == 798 lb/ft2' <br />Foundat in n fntewf�vw Mrent:q I Min a Ve -.;;z I, 775tIT = tv h&M 4Z an. <br />GEOGRID <br />CONNECTION <br />Fs -overall <br />Fs -overall <br />Fs-overali <br />Geogrid <br />Pullout <br />Direct Eccentricity Product <br /># Elevation Length Type <br />[Pullout <br />(connection <br />I geogrid <br />strength <br />resistance <br />sliding e/L name <br />IN [ft] # <br />resistance] <br />break] <br />strength] <br />Fs <br />Fs <br />Fs <br />1 2.00 5'00 I <br />N/A <br />4.41 <br />4.20 <br />4.198 <br />2.277 <br />2.492 0.0240 SF-55 <br />ANALYSIS: CALCULATED FACTORS (Seismic conditions) <br />Bearing capacity, Fs 7.28, Meyerhof stress = 967 lb/ft?, <br />ireia slidinty. F&= 1.6011 '5 il <br />undationInterface: D c/L =bj - 1l2-.F_s-overfijwjag— <br />GEOGRID CONNECTION <br />Fs -overall. Fs -overall Fs -overall Geogrid Pullout Direct Eccentricity Product <br /># Elevation Length Type [Pullout [connection rgeogrid > strength resistance sliding e/f, name <br />[ft] # resistance] break] strength] Fs Fs Fs <br />1 2.00 5.00 1 N/A 3.46 3.29 3.29' ) 1.270 1.517 0.0584 SF-55 <br />